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07200594 Permit FileCITY OF DUBLIN Division of Engineering DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINTALL INFORMATION Applicant: Company: Site Plot Plan of Lot) Lot No: 18.6, Application Nn: ? No Violations/Inspection Appraved 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VITDD 614-410-4600 Inspection Line: 614-410-4680 Fax:614/761-6506 CM Vialations/Disappraved 44pproved For Con? dit' ional Occupancy_ ? 1. Clean Curb & Gutter ?1U. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (flrd. 59-74, Sec. 51.04) ? i (Ord. 12-89, Sec. 153.210(A)) Li 12. lmpraper Grading ? 3. Adjust Water/Gas service box to grade (4rd. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Ciean S#reet/Ciean Sidewalk Z (€3rd. 7-75, See. 150.039(J)) ) 5. Erosion Control/Sod or Seed (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) ?14. Adjust Watch Valve to Grade `? ? 6. Replace Damaged Asphalt (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As Built" Plot Plan (Policy 98-027) ?17. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures 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: ;APONRe-Inspection: dApproved 10-6-68 ? Disapproved Inspector: Date: I Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Comments: .Q I r, r J s?.- r M>r'?yf 3 •'-2,C,yCn as.OU 71 ? SO ?1: • . ?` - -- : T.G 110, • 1,,. 'go U ? y ?. ? ' ? .. -?v'• _s?- ' r?- ? 'r O ?o' i ? I _ m vx ;' - ?`\ N ?- ?? 971.$ F.G. y ' ? -- -- .?- m ?? ? - - - -- _ _ _ _ •- - - - _- ?? ?' - ,-20' Es.?r. - - _ _ -- . ? 9l0.8 r. ? en. G _ ° ? - - - ? ,' , 15" '0? . to n ? - - -_ ?- ? ?? -- - IP LA. ? - . . \~85 ? ?. ? r_ \? •'r'-.. --- ? O ? . ?. '- ,_ .\ ? ,\ ??? . .. •v. `V X977.5,0 x974.00V ? \O ?N-0 n l f? _ v , -' -- r ; ???? ?? ,, .??,. .83 ?, _ ; •-- - __ ___ '??? . ' ? • .' ' .?' 84 i. ?F.G--48Q.D . : :? . r , - ; L:Ine ? 'F?G' 974.0 - " ? • Bid _--970- g .50 13,1 Fr.L?? ??fn, . iJ%? • BAUER, +;DAVI DSON & MERCHANT, 1 NC. CONSULTING ENGINEERS 255 GREEN 4E/aDOWS ORIVE SOUTH WESTERVILLE, OHIO 43081 PH04E: 614-846-3393 FAX: 614-846-4575 .? I PLOT AND GRADING PLAN 86 ' TARTAN WEST SECTION 4 PART 1 LOT N0 . ^ PLAT BOOK .? CITY OF DUBLIN OHIO UNION COUNTY , PAGES 140 - 143 FEBRUARY 20, 2007 SCALE: 130' ` z •? / Ex. Ex. : 9 8 N 07'06'15" W 119.92' 981.0 ? / 25' Eosement C.B. ? C.B. . LC.97a.8 25' Tre Preservotio St n LC.979.0 Zone? ? 6 8 ? Pratection Fencinq ? ? ? 10' Easement f66flt BE !NSTAILEn ANO INSPECTC ? PRI R TU S?AHT OF ANY CONSTHU{?'TIU(V. 97Ex. 7 8 ? PIANNING DIV1510N FUH INSPEkT1011?6 f?C. - ? . CAl , w Prop. Retaining Walf ? ia o? ? wa c? Ssreen Ail echanical Units ? r r? ^ I ,,• J ~ ? o Prop. .. • ? 4.8 .34 Patio 9'? FROM PUBLIC O.W CAIL PIANNI ' DIVI510N 5 W 1?. ;1 gt 1.00 Window well 9 2 ='? I N Base. Flr. N $ A.Ct ?? 3.5' ? ? f 3.00' 976.5 15.33' 979.5 ro I ' $ Prop. 9 ? Lot 85 2. I, g Gar, Flr. o Orive ?p 980. i 67 28.5' ' Lot 87 981 0 4 N ' . . ? F.G. 986.4 F.G. 974.5 . ' • ^ $ `q?p? . 30' Building Line * 982.0 g i 7.33 e ? 22.33, ^ 981.0 * D 0.6 v ?- .0?* 3• 1 6' Eosementi ,/ s? ? a ,s.o' ? '1?w--? - - -M 15' Easement ope 979 A T C ( G .. . . -- "_ - St. . . ?? ?- - M.H. T.C.972. 4 ? 4 r ? e• th s' Pub1ic aCCeSS Streef T W Easement et Ra4Wred CALI CIIY s OHES7cH NEFpRE ?t T pfive ^ 976.91 QRLER AN 330 INSTALLn1101V C f0y0? W DONATELLO DRIVE 50' R/W j6 T,C•972' F?F.E.86.0,/ bikepain/5iaewalk keqairer? I HEREBV CERTIFY THAT THE Ta.B,, g85.0 V M L??.LL ?N?YECrioN uriE Io INSPECTION Si;HEDULE E R GRADE ELEVATIONS SHOWN ON "F:c , 983.0 E . . N??p.??t?,AQPVEO THIS PLOT PLAN ARE TNE VEY " G?P SUR RESULT Of AN "AS BUILT S PERFORMEO ON S • 976.5 B.F,= p?? ; LO.F.? 976.0 i + XXX.X a?ROPOSED ELEVAT?ONS R oa BuuOFF SiGr+AruaE ACK CUSTOM HOMES UDER TYP?,W?L q SuRVEVO PER LA C? m N 3 T) secnoN j This pbt ia pnpeM for tM local Duqdinq dePaKment's ux anC ia not to De aonetrued oa havlnq Deen prepared lor fhe ownsr w lor Me use ol ? ZnNINQ C oMp.IANCE ; . tne orri.r fw cnr wNob. ? "°"" "° Flood RouUng radin t ? ? R?bC:i7! AS NOlEC1 PT g er g see moa ? ? ut m w ? ??. ; ?wLAUDERBACK C OMES P?antordetous No.n m aw fbed k M'0 OM W i ?'? p?U?+LIN?Qn / aua Su ona, ? rtaa uev ? $.> Ta08080150BEk.emv oaaZ.,._2.Z_? L I / ? p,,r N,,,iie,r - ? REV. 3-22-07 S.M. 351-07 ` H:\DWG 07PG\20007\2007PG1.OWG Order No. 200-07 : REV. 5-18-07 IIVCIIVEERiNC CONIPIIANCE Cttv of Dubiin APPROVED AS NOTED , FPP Ob q-0-+ ?? BA UER, DAVI DSON & MERCHANT, 1 NC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 F,4X: 614-846-4575 PLOT AND GRADI NG PLAN LOT N0. 86 TARTAN WEST SECTION 4 PART 1 PLAT BOOK 5 CITY OF DUBLIN PAGES 140 - 143 UNION COUNTY, OHIO FEBRUARY 20, 2007 SCALE: 1 " = 30' ? N 07*06'15" W 119.92' C. B. T.C.974.5 I T.C.-973.8+0 10' Easement ?- 25' Tr ? ai co n I ? I W z?. 1 ? v I ... ?o I ? Lot 85 Z I F.G. 974.5 30' Building Line 972.9 8' Public Access Eosement 330t p?ive ?T?•+?'_ Corazo? W/ ? 7.C.972•??6 Prop. Driv ? NO 19 o CP V 28.5' . ows e a nl ?k ???. I 16.0' I 13 0 0 Lri u2 1977.81 W LO ? ? u? Cv ao z 3.5' 979.5 9W.7 980.1 Lot 87 981.5 F. G. 986.4 981.7 "76' Easement ::>15' Eosement .C.979.6 T C ?? ' 979.4 Gh.=o?•?' 976.91 9".7770 ' 979.26 ; DONATELLO DRIVE 50' R/W set 9F'&' ? F.F.E.= 986.0 lo` W ? T.O.B.= 985.0 ? St. .? • F.C.E.= 983.0 H DUBUN [?E__CERTlFlG4TE a AiIAR'LH 7. 20018 ? 982.0 = Praposed Elevation n 982.1 ? ExhWg Devo6fm M B.F.= 976.5 D * XXX.X = PROPOSED ELEVATIONS ;,.'• .: T.O.F.= 976.0 ? PER LAUDERBACK CUSTOM HOMES. TYPICAL w,qLL ? sfcnav pbt is prepored for the locol 6uiW'm9 deportmant's use ond is not to be construed os hoving been prepored lor the owner or la the use of ,. owner /or ony purpose. Ma no40 a.w.?.saac n? ?oe ?.s .? au rmas d Fwoa zava XM os aho.n on Hi. Fboe hvoam. Rot, uw ia UNION C0. , p,,. CI,.,,,,„ay rn,., Nwr .39080801508 En.dw oa.9-27-91 REV. 3-22-07 S.M. 351-07 h:\dwg 08 REV. 5-18-07 Ponoel No. ?O? DTL DEVELOPMENT ? - Routing see moster grodirtg SuRV'D DRAwN CHECKED plan for detoils S. M. S. S. cG\19108\1918dgcf.dwg\ Gar, Flr. ? 981.0 ? ? QF.E?81.124.s( - ,.,., ? 11.33" (0 ?.4 22.33' _..--- ^ ? ? - - - - - ? i??v. 968.4 - i T.C.972.6 t _ _----- - ' - - Ex. - 25' Easement !-? St. C.B. Preservation Zone ? T.C.979?0 86 Prop. Walkout 976.5 ; *s?s.a a ,^0 4.83' 7.34 ' .3.UU Bose Flr. N 3 - 9765 ? 0.446 Ac. ?ining Wall 982. t Prop. 982.0 * Patio '?,pp? Window well rA. C. ?no . [?F E=978 70 - 15.33' Order No. ? 9 ? -08 BAUER, DAVI DSON & MERCHANT, 1 NC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRAD1 NG PLAN L4?T NO 8,?6? . TARTAN WEST SECTION 4 PART 1 PLAT BOOK 5 1 OF DUB !N PAGES 140 - 143 UNION COUNTY, OHIO FEBRUARY 20, 2007 SCALE: 1" = 30' EN(:INEEW1VGCn;'-'EPI.[A,1VC'1? • ? City of Dab4in APPI20VFD AS NOTED F-PPo 3,2 6 •o ? Ex. Ex. 9 5.6 N 07*06'15" W 119.92' 981.0 • C.B. „yD25 Easement C T.C.97di.8 St. T.C.97 . ~ plA. 25' Tre Pr ervation Zone ?• ? -?'- - - 86 t 'o 10' Easement 27 ? ` ^ ? 0.4 46 A ? 9ix.8 604?1,1 G?/?`. ? :& iq., ? Pf0 ? I Walkout Retaining Wolf ._ * 9 .0 w Prop- W ? 4.83.34 f?Of10 9$2'? * CV 00 12.67'g11.00' Window well Z . ^ I ^ Base. Flr. ?.; A.C. J?Po 3.5' 3.00' 976.5 nit .,2 ? _? I ` " 15.33' 979.5 0 o Prop. " Lw lot 85 2 I a Gar, F1r. Drive ? Q t 8h? . v F.G. 974.5 ? ? 981.0 4.s7 28.5' 980.1 Lo 6.00 F.G. P86.4 30' Building Line ? * 98 .0 81.0 * p°• ?* ? 9 ^ 0 980.6 972.8 -'" ~ 982.0 980.1 6' Easement 16..0' I„v, y?,4 - '- - ? oPe 15' Easement M.H. T.C.972.2T.C.979. a Sf. 8' PUbIiC ACCeSS 8 Bike Path 4 79 4 Easement W g e - T.CW W 330 ? T ? Drive 976.91 raZOn z W 16 DONATELLD 17RIVE 50' R W T.C.972• ? --- ? F.F.E.= 986.0 T.O.B._ 985.0 d ? St. .. F.G.E.= 983.0 n _ N n g ? XXX.X = PROPOSED ELEVATIONS° T B.F.= 976.5 ;w - ; PER LAUDERBACK CUSTOM HOMES. .•.;,.'•..•, to.F= 976.0 v 7YPICAL WALL ^ _ • SEC110N ? bt is proporod fa the locrol buildGg daportmad'a we ond ls not to De conatnrod w hwing bsm prporad lor the owrar or Jw the wta o/ ` net lo/ 0!ry PwPose. .Y.. r, Pom1 Na . , ? ir !` ;' ' '•a'1 raa??y ? "' "°"° ""°` w"" "" """" "" """' fS? ? ? ? ? `S ? or rbed ze?. ?? o. .b.n e? ?n. r•wea xw.onw. LAUDERBACK CUSTQM l-?OM pbn for defails °9 UNlON C0. ,0,j„ ca„? suavo oaAw?i cwEacEO t ? raw wmnber3,908080150Bawon pd, y-27-s 1 S.M. S.S. ? REV. 3-22-07 S.M. 351-07 H. DWG 07PG 20007 2007PG1.DW6 Order No. 200-07 = REV. 5-18-07 \ ? ? CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 PERMIT ? This is to certi?";? ed the residence 4 described below ;and or occupancy. ADDRESS: 9.2 l C DGN f-?c' "P?RMIT NO.: '7 7- 2320,_? 2?1_ FINAL INSPECTION DATE: /,,?7 /G' ? va ? ? ? 1 Cr N N d L ? ? Q V d .O L a ? ? ? ? ? ? 0 Z E L d a .0) ? 7 m A c? - w 3 ? ? ? V l m CA ? J v !? E E 0 a u 2 4 . ? ? • ? ? ? 8 ? ? t b G CI ? a eT- t O V ; U ? C C ? . V C1 ? p R y W ? ; ? m d '? .y ? 0 N C C. = N C C •? ? •C ? .C C V C 7 l 'U. C Q. ii 'a w?? w a C ii w ' u. O n ? y ;? 1 Ci. Z ? ?n ? ?- 04 L d ? o - ? ? AOA Q ? ? `A z?, 'h ? M q Y ti ?- . ? 0 0 ? > t m c, o CQ ? l0 ? l0 v ? r `° V t) N a? = .Q- L a c' m m l?0 Cie CI E C • ? ? = ? m O l0 L O d d m 0? m 0 c. L .O L a7 N N O LL. + O., 1Lv? u. ?a ?W WN Md ? C9?? ? ii N li . . CITY OF DUBLIN ??? -09S? Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/'TDD 614/410-4670 Inspection Line: 6141410-4680 CONDITIONAL APpROVAL AGREEMENT This agreement made and entered into by and between jPPDA?E ll j72 PE?'Lo??f.JT 6?Z2 (Project Manager/General Contractor) Herein after lrnown as the Project Manager/General Contractor, and -"bQOst,J f- yW,4,y e,eOWlo,J (Owner/Occupant) Hereinafter Irnown as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: l. The Project Manager/General Contractor, who is constructing a new premises at: _ 92?r 400W,176U-P vX Building Permit No. 07'20645 gy , has applied for a Certificate of Occupancy 2. The premises, as of the date this agreement is signed, has not met all requirements 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. Aclrnowledging that the premises are not completed and that certain items, as shown, are requirements 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. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) '? 0 0 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and al1 obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In 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 premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the cornpletion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \1DUBLINDATA_PER_SERVER\PER\PER\THOMEWIOFFICEIWP\DOCSIDOC\FORMS\CONDI7'IONAL OCCUPANCY AGREElvIEN7'.doc Page 1 of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 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 OwnerlOccupant and the Project ManagerlGeneral 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 aclrnowledges that he is under no obligation whatscever 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 serve 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. U<ll//D T `sla? 7109 Project Manager/General Contractor Date (Please Print) ' 3 a? 07' Owner Occupant Date (Please Print) ' J Jl t?j Accep ity Dublin Date ? Project Manager/General Contractor (Signature) N d"er/be/upant (Signature) \\DUBL[NDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 DO NOT REMOVE THIS SNEET FROM SITE NOTICE OF INSPECTION Inspection Type ApPlication #-? 2nd ??L? Date ? The undersigned inspectors checked your property at q?L!f nA)&T2i=4 [ D A2 for compliance with Building Code. Any violations listed below must be corrected within days. ? APPROVED a DISAPPROVED ? r 16% CITY OF DUBLIN EN 7? ? ;Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 hone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 CONDITIONAL TV- CITY OF DUBLIN *** CUSTOMER RECEIPT *** Batch ID: 3/28/08 Ol Receipt no: 7751 Type SvcCd Description Amount 2007 200594 BP BUILDING PERMITS Qty 1.00 $6300.00 DTL DEVELOPMENT Tender detail CK Ref# : Total tendered: Total payment: 3438 $6300.00 $6300.00 $6300.00 Trans date: 3/28/08 Time: 11:08:19 THANK YOU FOR YOUR PROMPT PAYMENT JK •:?? ? A?, ? ? ? . DTl DEYMOPMEN'f, t-TD. ? eris GLnsswan cOuar sc)urH AF7?i ' ISAW ouaur,, o,i 4361,7 ? 4 PH. 614-8783gqp 3 ? 25r???? ? PAY TO ? nie oaoER 3J?7 O$ °F --------• ...... .?.?._! ?'Y.. :Of Ou6U,.? [?ace . 1.._ ............ : Srx v_: T?tac? tfi?o --------- --------- --------- $ --...G 3?' ? - .? --------- ? ? - ---------?:,??.--?---.--.---- .---------......................--------oowRs ' B s ? c 1:04400 2?3,6 i+:?006 788686 211' 3438 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/1'DD 614-410-4600 Division of Engineering Inspection Line: 614-410-468p Fax:614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: LX Cusiam 14AMG5 Company: Site: q2la5 ADon&1ko ?r. (Provide Detail Pbt Plan of Lot) Lot No: SGs Application No: Subdivision: la??n we51 ? No Violations/Inspection Approved ?V'roFations/Disapproved "pproved For Con? ditional Occupancy_ ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhale 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 510 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged SidewalkBikepath (Ord. 35-74, Sec. 51.04) Comments: MASc'd- GB (i/sor varLi + 6e. InAJ ?16. Submit "As Built" Plot Plan (Policy 98-027) ?17. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures 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: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP Re-Inspection: 0 Approved O Disapproved ? Conditional Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape U Land Use and Long Range Planning Commercial ? Code Enforcement -Residential El Sign O CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 - Other ? f : A-/' : Telephone/TDD 6144104600 Dublin Planning Fax 6144104747 Dublin Inspection Line 614-410-4680 ' `' Permit #: Pro ect Name : ??' • ? _ ?' f< Pro'ect Address: Contact Person: Contact Phone: YES NO 1) A}zpw3md.,La,udscape Plan & ROA YES NO 6) _S_ign, ,?„uis.?,?lled as approved - 1 ,YESjr' NO 2) Plans, Checklist & Permit on Site YES NO 7) ?'arl?n?spaees, number & striped YES NO 3) Lighting-ias#alled per plan YES NO 8) HanzRda-pspaces properly signed r ? YES ±1V0;' 4) Landscape installed per plan YES NO 9) RaFking islands 7 foot minimum 4 YES NO 5) Mechanicals screened per code YES 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) ?.. Zoning Disapproved (See Comments) ? Date of Ins ection Ins ected B i,,''f'?F?''J?' CONIMENTS 1.? r ?,.__....r._- . f ?` ?. : f I . f ? j? ? ,s j ,' :`? i ' '? !' x. .•s:; ;. , ?. ' _ t? /`e, ??""?'?3?'? ??•?.. ,' ;,,? ! ° % ', .F 1' l ?t f1 ? ?? \V ? < ? CD Zoning Inspecrion Form PLA-120 Date 08/12/04 CITY OF DUBLIN Division cpf Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 1Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE Generai Contractor: D"L pa*LDenrc70 Appiication I io.: 0'7- 7 aa6V Job Addressl: 17,4 S- The General Cqntractor is required to fumish the following information regarding any contractor worklng at the above address prior to issuance of a Certificate of Ocxupancy. Ali subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all appiicable State Certfications. TYP NAME OF CONTRACTOR DUBLIN REGISTRATION NO EXCAVATIO * Stilemtsev 6xG - CONCRETE MASONRY ' STRUCTU L* nJ 9 ELECTRICA * u?r 6-cr??xx 03 7-1 PLUMBING*1 Micc& - A-W,?rY Pc.vindAr4 - q0 HVAC* . zS s IC T A/.< • - INSULATfO 1,jsjcWr?u • A ROOFING* ; Rcf& W.-,+gig DRYWALL ? jcb4rC-c p,?yw?ru. • AIIA SIDING ? -- : SANITARY EWER* S#em6eu FIRE PROT UNDERGR CTION UND - FIRE ALAR -- FIRE SUPP ESSION .- PAINTING . G 4n.??/o P•*J rh-14 /? O - *MUST BE CpMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A CPPY AVAILABLE FOR THE INSPECT4R TO TAKE TO OFFiCE. ExceUSubcontractor Disciosure Update 2003 -n ni n ?o ° ^ G) o °1 v X ° cn m m ? ° ? M ° -n ° cn -+ W° ?+ ° cn 0 c -o 3C 3 3 ? -a c c n m ? c c a c c o ° ma 3 v? ? ? ? =r ? = 'a cr 5 a ? ? ? a 1° Q 0 ? 3 fo 0 0 C fQ w c n 0 ? ? ?s ) ?r o D(7 ? • D p ? ol z 7i? o ?? 3 m ? m b ? p ? m 7! ? m n m -o n p3j t? 0 d C=l c 0=1 03t C 3 ? d N S G) = O ID Q Ip 0 pt < D 3 cC F n p ? C) w cQ to (a 0 r ? 3 ?8 r ? 0 3 g ?. ? ? 0 3 r N ? ?s .. 00 a ? M ? ? 3 O Q 13 N ? tT+ ? `?.,.. M 14 1-02. e? A ? a a I (D y y ? ? ? 3 -??- (r' 1 0 430 01 t3D ? ? a a ? .?. <D t"`.?.. G y O n ? ? rn 0 0 O ? cO 00 V ? tn A W N "? 3 A c m 3 ? c ? . o ic d N C ? D m `D N ? z ? D 3 m 0 m z ° 0 0 ' a Z 0 m ='• Z r N ? 0?1 m rn ? ? v ? 0 o cn v ?' ° c rn ? ? ? ? a ? O ? 0 z > o o ? W N t0 A cfl rn 0 o ? o ? ? ? C) ? ? rn 0 O x (D 7 a W a T ? ? W 0 a a < < c o CL a ' C. Q O O ? ? z ? N . ? . w ? N ' O ° v co -? r v ? < ? 0 3 ? ? r Q V) ? ? N ? o N 3 7 ? v c? (D ? -a c ? N 7 7 ? ? W C = H - ? a O 3 ;o tD C1 O 3 ? n. m O. CO) c a ? ? ? ? ? 0 3 0 7 ? C C?1 ? ? N tD v ? CD 0 ? ? 0 a CD ? ? w N 0 0 00 X m m S• C') ;o ?h o p c ' -? _ ? ? ? d N <D CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dubiin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 DTL DEVELOPMENT, LTD. 8779 GLASSFORD CT. S. DUBLIN, OH 43017 August 18, 2008 RE: Expired Canditional Occupancy Approval Application Number: 07-200594 Address: 9265 DONATELLO DR Dear DTL DEVELOPMENT, LTD.: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval expired on May 30, 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 Engineering and Building inspections, please call the Inspection Line (614-410-4680) to schedule the inspections immediately. Make sure all papenvork is on the jobsite prior to the inspection. Please be advised of the following from the Dublin Codified Ordinances: 150.158 FAILURE TO COMPLETE WORK Failure to complete the work authorized by the permit or any extensions thereof shall result in the pernut being invalidated and, if any construction has been started and has not been completed, the applicant or owner shall be in violation of the building code. ('80 Code 134 i.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999 Please contact this office immediately (614-410-4670) so that we may assist you in bringing closure to this project. Sincerely, c?q ?l? rh Jeffrey Tyler Chief Building Official CC: PROPERTY OWNER 9265 DONATELLO DR DUBLIN, OHIO 43016 CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 DTL DEVELOPMENT, LTD. 8779 GLASSFORD CT. S. DUBLIN, OH 43017 Apri103, 2008 RE: Building Permit Nearing Expiration Application Number: 07-200594 Address: 92'65 b0NA, TIELLO DR Project Description: So FT 6110 Dear DTL DEVELOPMENT, LTD.: The Building Standards Division records indicate tlxat the above-mentioned pernut will expire on September 23, 2008 and that the project has not received a Final Inspection ApprovaL In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this offce prior to permit expira.tion. There will be a$20.00 fee due at that time. We look forward to hearing from you soon regazding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, R?- ? Jeffrey Tyler Chief Building Official . ? CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road o Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 13 ??PT- Dq Application No. ` 1'4- ??0159 ` APPLICATION FOR ELECTRICAL PERMIT Job Address -l2ja6UUNATL'_'"'r LJ"""' ParcelNo. Subdivision -7 A^-7A'" Lot No. ? Owner NamP ?? L bEVL`-`-' "' M`-"" 7- Telephone Contractor Name Lvic a? ?? EL'QTTelephone LDI? -,55-2 t6-2?tO Contractor Address 4fDD 4649 IIE 16 '"`'"" ' ?/-;AM -? Dublin Registration Na ? ?- 4? Residential: New Sq. Ft. /AO 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 24471?- $30.00 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 DE5CRIPTION S'?T ?CJI . S I ? 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 pfydqions of? aid"av?ls.-? Signature of licensed contractor 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 ..... 07-00200594 Date 9/20/07 Revision number . . . . . . . 4 Property Address ...... 9265 DONATELLO DR Parcel Number: 137-0506009000 Alternate Address: TARTAN WEST 4-1 #86 Tenant nbr, name ...... SQ FT 6110 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . DTL Development Contractor . . . . . . . . . DTL DEVELOPMENT, LTD. ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 260.00 Plan Check Fee . . .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/18/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 ---------------------------------------------------------------------------- Special Notes and Comments Master grading plan does not call out a walk-out for this lot!!! Grade changes greater than 6" from master grading plan require review and approval from design engineer for subdivision. In this case EMH&T must be contacted and if approved master grading plan must be changed! NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 , PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified 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. h ? 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 ..... 07-00200594 Date 9/20/07 Revision number . . . . . . . 4 ---------------------------------------------------------------------------- Special Notes and Comments 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 Dave Braun with EMH&T has approved grade changes and walk out for lot 86 of Tartan West Section 4 Part l. Dave Braun with EMH&T has approved walk out and grade changes to lot 86 Tartan West Section 4 BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total 260.00 Plan Check Total .00 Grand Total 260.00 .00 .00 260.00 .00 .00 .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. 07/16/2067 07`31 6148463393 BDM PAGE 01/01 V irY O? DUBLIN Division of Building Statidards • 5800 Shler4tings Road % OublRn, OhtQ 4301 f Phone: (614) 410«4670 « Inspeativn L.ine: (614) 414-d68fa Application Number: 07-2005.94 SURVEYdR BUILbING LpGATION qMD FIRS7 FLOaR ELEVATfQN CERTtFiC,ATiQN RORM t, tho andersigned, do herQby cortlfy rire followEng Istcation of bullding and elevatian of ... top of the foutidauon wa,Il at the referiinced p rv ..:. '(t. ts the buildees msponslbllity Ea insure that the location and efevatioir' 6(161op at'the footxiafion yval! Plus #he ftrst floor sys#@m, as per the approved prW6;0l4r.approved by the City of Dublfn (in refetance ta the City (k)). , . PTOp@q OWtIdP: DTL. Devel,vrbeat, LtB.,:' , . ., Subdivision: Tartaa west Lot NumEael: 86 Address: 9265 Aonatello Drive , . Approved Foundatfon Elevation Feef; above mAan saa 1eve1. Actuaf T+ap ofFoundation E OF Professianai, Se1l':s?Q 40BER'T ? STOVER ? o ,?n 7244 {? ? a t r V ?r ? ??'?'*?S.? ??,?•'',?.1 ? •,...,... ?: "1aGNALS? Feet above nnaart sea teve{. si nature af Surveyor Sb,IIER, bAQIDSON & MMCgM, IFG'. Gottsultiag Eng3ueers Ju7.p 13, 2007 pate xooert. B. Staver _- Professianad 5urvepor No.7244 Thla form is to be comp?ModVFfor to Ehe foundation inspection and must be, made available on.si#a with #he appraved prints, F,xoeif5urvey OZ.N14 07/13/2007 10:45 5148453393 BDM PAr,E 01/e1 CITY OF DUSI.IN 13ivisian of Buiiding Standards • 5800 Shfer•Rings Road • Dulblin, Ohio 43016 Phone; (614) 410-4670 • Inspe0ion Line: (614) 4104680 Application Number: 07-200594 SURVEYOR BUILDING LpCATEON AND FIRST FLQQR ELEVA'ftOP! CERTIFICATION FORM 1, the andersigned, dn hereby cortify the fvllowing {acation of bullding and elevarEiQn of top of the foundaflon wall at tha rderenced prcperty. ' It, ts the builder's responslb{lity to insure that the location and elevatlon! ai,"'tft'.,top 4ihe fourrdation wall plus the flmt flnor system, as per the approved pridtsCom{iI- yWith;the ske! 04h.appraved by the City of Dublin (in referance to the City o?° D?1tili?i ?od[f?ecf''?Drdl?i2if?Ce'I'3?5:t1? (kj). Praperty Owner: DTL Develbpment, Ltd. .?.?u • Subdivisfon: xartan West Lot Number. 86 Address: 9265 Danatello Drive ' Approved Foundatlon Elevation ACtual Top of Foundation Foet above ronean sea tevel. 985.1 Feet above maan sea level, Professional. Se?;0'??`? ?? ?'?' ''?,. 4 ??' ? ? STOVER ? O 0 7?_44. ? f /STEQ, ?'?J? : ?.......,• Q, s l?hl AL 3i natum of Surveyor BAOF'B, n,A,ViDSO[Q & MERcHAr1T, INC. Consulting Engineexs July 13, 2007 Date xodert. s.. stover Pxofessional Suxveyor No.7244 Thls farm is to be comp3alLwd•'aF(or ta Ehe foundatton inspection and must be made avaitable on-site with the approved pr;nts. Eusell5urvey 02N14 . CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date JULY 31 , 2007 Application No. 0 7- 0 0 5 9 4 APPLICATION FOR ELECTRICAL PERMIT Job Address 9265 DONATEL LO DR Parcel No Subdivision TARTAIN FIELD Lot No. $ 6 Owner Name DT L DEVE LOPMENT Telephone 614 - 3 4 8- 0 2 8 6 ContractorName EFFICIENT ELECTRIC CORP.Telephone 614-552-0200 Contractor Address Residential: 4800 GROVES RD COLS, 43232 New Sq. Ft. Alteration/Addition Sq. Ft Dublin Registration No. 0 7 - g Temporary Service $40.00 ......................................................................................................................... 4 0_ 00 $40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $30.00 Minimum plus $10.00 for each additiona1500 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 $ 40.00 JOBDESCRIPTION SET 100 AMP UNDERGROUND TEMPORARY SERVICE 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 Electri Code regulating con truction, installation, repair and alteration, and may be revoked at any time upon violation of any??vjsions of saidws• I? ? ._ ? Signature of licensed contractor or homeowner 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 . . . . . Revision number . . . . . . . Property Address . . . . . . Parcel Number: Alternate Address: Tenant nbr, name . . . . . . Application type description Property owner . . . . . . . Contractor . . . . . . . . . 07-00200594 Date 3 9265 DONATELLO DR 137-0506009000 TARTAN WEST 4-1 #86 SQ FT 6110 RES SINGLE FAMILY DETACHED DTL Development DTL DEVELOPMENT, LTD. s/ol/o7 Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee .... 40.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/28/08 Qty Unit Charge Per Extension BASE FEE 40.00 ---------------------------------------------------------------------------- Special Notes and Comments Master grading plan does not call out a walk-out for this lot!!! Grade changes greater than 6" from master grading plan require review and approval from design engineer for subdivision. In this case EMH&T must be contacted and if approved master grading plan must be changed! NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH 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 ..... 07-00200594 Date 8/01/07 Revision number . . . . . . . 3 ---------------------------------------------------------------------------- Special Notes and Comments 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 Dave Braun with EMH&T has approved grade changes and walk out for lot 86 of Tartan West Section 4 Part l. Dave Braun with EMH&T has approved walk out and grade changes to lot 86 Tartan west Section 4 ---------------------------------------------------------------------------- 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. APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER O,q --2-V Q<,- r, 1-' _ tssued in Ohio Under Authority of c 0 ; Auditors Taxing District Pazcel Number Address of Property qZ.(o? 1DZ,)aT1SLL' DRIV6 d c ? p" • Subdivision "rA'RTAnJ WEST Li""I Lot *k8(p Applicant's Name: 1 RVt 1..AJDE2iS/?GK Phone Number: (p 1q ' 3y $-OZ$ (o. Email Address: d, 1p, J86,rb4G Q a v 1•"c00m Fax Number: (,1y_ 81$ -OS 2-g Owner's Name: lbRDAn1 4- 1-1oU,Y CRouJSorJ Phone Number: 7y0, 344._0803 Address: 5325 L13ER7'Y Rb JJOirM POa6LL, 014 q 3Qlo's F Designer'sName: R%LNAR1.'? 1l°1Vt.oR A2CHl76G'fs PhoneNumber: (p 144 --7LL "7Z57 a Q Address: 6"3 0. 141GN ST, DOf3u.Ji pH 443011 Builder's Name: (?Tlr 17EVC'LOf' M&n3T LTa • Phone Number: 3 y8-QZ S(v Address: $-7-7q GC.ASSF101ZD CT S. 0.73L„J , O N4 3 011 Builder's ID: Type of Improvement: NE W Improvement Cost: $-00 , 00 O Number of Bedrooms: L} Heating Fuel: NA i. GAS Number of Gas Appliances per Unit: -I- Number of Baths: i{,S' Sewage Disposal: pJ13l1a Garage Building Height: Water Supply:4h2&b'*) Co`s• Number Car Garage: 3 p Building Zoning Unfinished Basement $'bO ? Lot Area o Finished Basement 1344 Total % Occupied by Structure G Lower Level c 1 Fl Front Setback st oor ?Q l 16 SF a 2nd Floor 1516 S^ ? / S 9 0 Rear Setback ? 3rd Floor ' Right Setback a Other Left Setback Garage G9a s F Lot Width at Building Line Deck/Screened In Porch Iv/A ? Gross Square Feet ? ? Zoning District Buiiding Area at Ground Level Existing Use of Property Living Area Flood Plain Yes No The owner of ihis building and underaigned, do hereby covenaat and agree to comply with all the laws of the State of G'N Ohio and the ordinances of this jurisdiction, pctaining to building and buildings, and to construct the proposed building u? or atcucture or make the proposed change or altccation in accordance with the plans and specificationa submitted ' .., cy herewith, and ceRify that the informatioa and ents given on thi applica on, drawings and specifications are to the Q? best of thcir knowledge, we and cocrecL Signature of Applicant Date Received Date Received Date Received ? Date Approved Date Approved Date Approved u ? O Zoning Official Plans Examiner Issuing Authority CITY OF DUB LIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . .... 07-00200594 Date 6/25/07 Revision number . . . . . . . 2 Property Address .. .... 9265 DONATELLO DR Parcel Number: 137-0506009000 Alternate Address: TARTAN WEST 4-1 #86 Tenant nbr, name .. .... SQ FT 6110 Application type desc ription RES SINGLE FAMILY DETACHED Property owner . . . . . . . DTL Development Contractor . . . . . . . . . DTL DEVELOPMENT, LTD. -------------------------- Permit . . . . . . --------------------------------------- RESIDENTIAL BUILDING PERMIT ----------- Additional desc . . Permit Fee .... 580.00 Plan Check Fee .. .00 Issue Date . . . . 4Ap/07 Valuation . . . . 0 Expiration Date . . 12/22107 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 . . 12/22/07 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 . . 12/22/07 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 . . 12/22/07 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects; conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 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 ..... 07-00200594 Date 6/25/07 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 . . 12/22/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 ---------------------------------------------------------------------------- Special Notes and Comments Master grading plan does not call out a walk-out for this lot!!! Grade changes greater than 6" from master grading plan require review and approval from design engineer for subdivision. In this case EMH&T must be contacted and if approved master grading plan must be changed! NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number ..... 07-00200594 Date 6/25/07 Revision number . . . . . . . 2 ------------------------------------ Special Notes and Comments ----------------------- ----------------- REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to t op of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410- 4600 Dave Braun with EMH&T has approved grade changes and walk out for lot 86 of Tartan West Section 4 Part l. Dave Braun with EMH&T has approved walk out and grade changes to lot 86 Tartan West Section 4 - ------------------------------------ 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 Engineering DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINTALL INFORMATION 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VITDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 Applicant: -!? I ?eA? Company: Site:?a.??J ??D11a,???0 ?J? (Provide Detail Plot Plan of Lot) Lot No: Ot-0 ApPlication NO: ??ivision: ? No Violations/Inspection ? 1. Clean Curb & Gutter (Ord. 28-98, Sec. 97.38) ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) ? 3. Adjust Water/Gas service box to grade ? 4. Adjust Inlet to grade ? 5. Erosion Controt/Sod or Seed (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) Comments: ? Approved For Conditional Occupancy ?'tU. Adjust Manhole to grade (Sanitary/Storm) ?l1. Rebuild Marthole Throat (Sanitary/Storm) (Qrd. 59-74, Sec. 51.04) ? 12. Improper Gradirg ({?rd.' 7-75, SeC. 150.040) ?13. Clean StreeUClean Sidewalk (prd, 7-75, 5ec. 150.039(J)) (O.R.C. 723.411) ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) ?15. Install Grade Stakes (Policy 98-027) ?16. Submit "As Built" Plot Plan (Policy 98-027) ?17. Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures 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: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Engineering Final Inspection 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 (?• / &l`O -R„sD These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVI EW CHECKLIST Application No ? 7` it40?9? o c ? . ? Date Reviewed y' •2'??4 7 y a E O M E ? °. d lo d V ? d m t> Q .• = c a Plan Reviewer's Comments & Notes Reviewed By o Z a Q roved ?A U y o 0 •v ? o ? +. 0 Z pp w > c ? OBBC Model Energy Code ? MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max. riser f 0" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards ? R312 Schedules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance ? Figure 307.2 R307 R308 Required Safety Glazing 1318" s. c. or 20 min. door and 518" gyp. Bd. Type x" on R309 Attached Garage Fire Separation all common walls per City Ordinance 5.7 sq. ft. (24" net hgt. 20" net width) max. window sfill R310 Bedroom Emergency Egress 0000, hgt. Of 44" a.(.f. R311 Exits R311.4.2.1 Interior poors Bath 2'4"x 6'8", habitable space 2/67x 6'8"(min) R311.4.3 Landings Minimum 3' x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type )C" Bsmt./hallway/bedrooms wired to prime e/ectric/battery R313 Smoke Detector Locations V, pack - uplrnterconnected 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 8 location(s) R403.1.6 Foundation anchorage l/ 112" anchor bolt @ 6'0" oc;7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes 8 reinforcements ? houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floorjoist(s) allowable spans Lumberspecifications required on drawings R502.5 Allowable girder spans ? Per Tables R502.5(1) 8 R502.5(2) R502.6 Bearing ? 1 1/2" for wood & steel/ 3' for masonry & concrete R502.11.4 . Floor Trusses 0/ Engineered design required at Frame Inspection R503 Floor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers R602.10 Wall bracing R603 Steel watl framing R703.7 Masonry veneer R802 Wood roof framing R802.3 Framing details R802.4 Allowable ceiling joist span R802.5 Allowable rafter spans R802.10 Roof trusses R807.1 lAttic access R1001 Masonry chimr R1002 t ch R1003 pla R1004 U t firi R1005 sup, M1701 air R602.3 sDa soa s P REVIEW CHECKLIS c ? :ro a n. ?a c E 8E ? d V " 0 'a c o z U n U) d 2 Z o ? ° u im c ? ?: i i ? r n v Q Plan Reviewer's Comments & Notes Q 0 z n Tables 502.5(1) & R502.5(2) Tab/e 703.4 Show truss profiles on roof plan Rafter ties, joist not perpendicular to rafters zitamped engineered roof trusses required at framing inspection 22" x 30„ Spark arrestor with rain cap per City Ordinance Spark arrestor with rain cap Table 1003.1 & Figure 1003.1 150 cubic per 1,000 btu/h I Table R602.3.1(2) 1 Front & Back Form Revised 04/12/05 CITY OF DUBLIN , - Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. Date vz;?a• 07_ )(New ? Remodel ? Residential ? 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 Ad inistrative Code, and all regulations of the Franklin County Board of Health. Job Address 5- ? ? vv • Parcel No.137 DS-D t"Epto "" U (D Subdivision/Projec Name ???? Lot No Owner's Name ? Telephone 90 Contractor's Name Telephone 007 Contractor's Address ? Dub R+egis#ration Number 07044d Does the sewer discharge into an individu?? sewag6disposat system or sanitary sewer? &?+??3?? How far distant from any dwelling, well or ciste is the sewage tank? ?What is the size of the main drain? Of what matenals tlo the vent pipes consist? Alc ., _ Of what material does the house drain consist? V *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and retumed 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 Applicaf n for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00 0 Number of remaining fixtures X$10.00 = Number of remaining fixtures X$12.00 =$- ? Total Inspection Fee ..................................................... $,???woTotal Inspection Fee ....................................................$ Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Air Admittance Valve "Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers Drinking Fountain Floor Drains ? Garage Catch Basin Qty. Garbage Disposal Gas Water Heater Electric Water Heater Interceptor Kitchen Sink Laundry Trays Lavatories ?j Mop Sinks Outside Faucets 2 Roof Drains Rough-in Openings for Future Sewage Ejectors Qty. Showers 2 Sterilizers Sump Pump / Trap Primer Urinal Wash Fountain Washing Machine / Water Closets Water Lines Water Storage Tank Other 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 . . . . . Revision number . . . . . . . Property Address . . . . . . Parcel Number: Alternate Address: Tenant nbr, name . . . . . . Application type description Property owner . . . . . . . Contractor . . . . . . . ... 07-00200594 Date 3 9265 DONATELLO DR 137-0506009000 TARTAN WEST 4-1 #86 SQ FT 6110 RES SINGLE FAMILY DETACHED DTL Development DTL DEVELOPMENT, LTD. 8/23/07 Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/17/10 Qty Unit Charge Per Extension BASE FEE 50.00 25.00 10.0000 EA RES PLLTMBING >1 FIXTURE 250.00 ---------------------------------------------------------------------------- Special Notes and Comments Master grading plan does not call out a walk-out for this lot!!! Grade changes greater than 6" from master grading plan require review and approval from design engineer for subdivision. In this case EMH&T must be contacted and if approved master grading plan must be changed! NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified 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 ..... 07-00200594 Date 8/23/07 Revision number . . . . . . . 3 ---------------------------------------------------------------------------- Special Notes and Comments 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 Dave Braun with EMH&T has approved grade changes and walk out for lot 86 of Tartan West Section 4 Part 1. Dave Braun with EMH&T has approved walk out and grade changes to lot 86 Tartan West Section 4 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total 300.00 Plan Check Total .00 Grand Total 300.00 .00 .00 300.00 .00 .00 .00 .00 .00 300.00 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. . .,...... . ..._ rn o 7 -.Zoo s9y k REScheck Software Version 4.0.1 ? t Campliance Certificate Project Titie: BDLH0106, Crowson Residence Report Date: 02128ro7 Oata filename: Z:1RTA PROJECT FILES120061BD - Builders and DevsbPefSuAuderback cudom HonvmAWLHO106 Crows°n - Lot 86 T1MMiscellaneouslCrowson REScheck.rdc Energy Code: 20031ECC Locati«,: Dublin(Franlclin), Ohio Conswction Type: Single Family Glazing Area Percentage: 17'I(. Heating Degree Days: 5719 Constnjction Site: Lot 86, Tartan West Dublin, OH OwnedAgent: Dave Lauderbadc Lauderbadc Custom Homes 8779 Giassforci Ct S pubHn, OH 43017 614.873.3940 DesignerlCoMracta': Ridrard Tayinr Architeds 53 North High Street Dublin, OFf 43017 614.766.7257 Ceiling 1: Fiat Ceiling or Scissor Truss: /_uw J"." "." 115 2x4 Second Fioor Walis: Wood Frame, 16" o.c.: 1559 13.0 0.6 Operable Wirtdows: Wood Frame:Double Pane witlh Low-E: 153 0.350 54 Floor 2: All-Wood JastiTruss:Over Unconditioned SPace: 56 19.0 0-6 3 2n4 First Floor Wails: Wood Frame. 16" o.c.: 1764 13.0 0.6 124 Oqarable Windows: Wood Frame:Doubie Pam with iuw-E: 159 0.350 56 Fbcec! wndows: Waod Frame:Double Pane with Low-E: 15 0.340 5 Door 1: Glass: 40 0.330 13 Door 2: Sdid: 40 0.360 14 2x6 First Floor Walis: Wood Frame, 16" o.c.: 395 15.0 0.6 1$ Operable wndows: Wood Frame:Doubie Pane with Low-E: 83 0.350 29 Faed Windows: Wood Frarne:Da"e Pane with Low-E: 75 0.340 26 2x6 Basement Wails: Wood Frame. 16" o.c.: 123 15.0 0.6 7 Door 3: Giass: 33 0.330 11 Basemett Watl 1: Sdid Concxete or MasonrY: 1163 11.0 2.0 57 Wail heigttt 9.0' Depth below grade: 8.3' Insulation depth: 8.0' Windaw 6: Wood Frdme:Double Pane with Low-E: 133 0.350 47 Basemerrt Wa112 Solid Conaate or Masonry: 444 0.0 2.0 53 Wall height 9.0' Depth below grade: 8.3' Insulation depth: 8.0' Ftoor 1: Slab-On-Grade:Heated: 15 5.0 12 Insularion depth: 2.5' Fumace 1: Forced Hot Air: 90 AFUE Fumace 2: Forcoed Hot Air. 90 AFUE Compliance Staternertt: The proposed butldirg desi9n desaibed here is aonsiftrt wilh the buAding plans, specifications, and other calculations submitted with the permit aPPfication. The Proposed bu ing has boeq designed to ffieet ttm 20031ECC requkements in Rrhchedc Versian 4.0.1 and to comPlY with Hii rnanoatory, requirent4e G?ted in e Riii insp Cheddst BDLH0106, Crowson Residence ? ?? .. _.: _.. Page 1 of 6 • • " s ? ' • • Name - TiUe Signature Date BDLH0106, Crowson Residence Page 2 of 6 Date: 02/28/07 REScheck Software Version 4.0.1 Inspection Checklist Ceilings: ? Ceding t: Flat Ceding or Scissor Truss, R-30.0 cavitY * R-0.6 oorrtirwous insulaUOn wmmenis: Above-Grade Walls: ? 2x4 Second Flow Walls: Wood Frame, 16" o.c.. R-93.0 cavity + R-0.6 continuous inaulabon Comments: ? 2x4 Fxst Flaor WaIs: Wood Frame. 18" o.c.. R-13.0 cavity * R-0 .6 continuous msulatlon Comtnents: ? 2c6 First Floor Wails: Wood Frame, 16" o.c., R-15.0 cavity + R-0.6 continuous ir?sulation Comments: ? 2x6 Basement Walis: Wood Frame, 16" o.c., R-15.0 cavity + R-0.6 cantinuous insulation Comments: Basement Walls: ? Basement Wali 1: Sofid Concrete or Masonry. 9.0' ht ! 8.3' bg /8.0' insui. R-11.0 cavity + R-2.0 cor?tinuais insulation Comments: Exterior insulation has a rigid, opa9ue, weattrer-r+esistant Prowctive covetn9 tlW covers the exPosecl (abwe-9rade) insuWor? and extends at least 6 in. betow grade. 0 Basement Wall 2: SoNd Concrete or Masonry, 9.0' ht / 8.3' bg t 8.0' insui, R-2.0 oontinuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant Protective coverkn9 t#tat covers fhe exposed (abrn+e-grade) insulation and extends at least 6 ui. below grade. Windows: ? Operable Windows: Wood Frame:Doubis Pane with Laa-E, U-factor. 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Comments: Thertnal Break? Yes No ? Operable Windows: Wood Frame:Doubie Pane witfi Laa-E. U-factor: 0.350 For windows wiUwut labeled U-factors, descx'be feadtres: #Panes Frame Type Comments: Thermal Break? Yes No ? F'aed Windows: Wood Frame:Double Pane with Low-E. iJ-factor: 0.340 For windows without tabeled U-fadors, descxibe features: #Panes Frame Type Thertnal Break? Yes No Comments: ? Operabie Windows: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without Iabeied U-factors, describe features: #Panes Frame Type Thermal Breac? Yes No Comments: 0 Fixed wndows: Wood Frame:Daiible Pane with Low-E, U factor. 0.340 For windows without labeled U-fectors, descnbe features: BDLH0106, Crowson Residence Page 3 of 6 #Panes Frame Type Thermal 8reaic? Yes No Comments: 0Window 6: Wood Frame:Double Pane with Low-E. U-fac:tor. 0.350 For vvindows wiUxout fabeled U-factors, descxibe foatures: #Panes Frame Type Thertnal BreaC? Yes IVo Comments: Doors: D Door 1: Giass, U-facta': 0•330 Comments: ? Door 2: Solid, U-factor: 0.360 Commerrts: ? Door 3: Glass. t1-factor: 0.330 Comments: Fioors: 0 Floor 2: Atl-Wood JoisUfruas:Over Uncondi6aned Space, R-19.0 cavitY + R-0.6 contirnious insulatan CommeMs: ? Floor i: Slab-On-Grade:Heated, 2.5' insulation depth, R-5.0 continuous insulation Commerrts: Slab irsulation extends down from tlm toP of the siab to at least 2.5 ft. OR down to at least the boNom of ft Mab tlm horizontally for a total distance of 2.5 R. Exterior insulation has a rigK opaque. wNtlher-resistant protective wveft tlW covers the sxPosed (abanre'9rade) kwAafion atxl extends at least 6 in. below grade. Heating and Cooling Equipment: ? Fumace 1: Forced Hot Air. 90 AFUE or higher Make and Model Number. ?Fumace 2: Forced Hot Air. 90 AFUE or higher Make and Model Number: Air Leakage: ? Joims, penetrations, aW aN othw such openirgs in the buildin9 ernrelope that ane souroes of air fealcage are sealed. 0 Reoessea lighrs are 1> Type IC rated, or 2) kotoxed kSide an apptvpriate air-tigt?c assernWr wiin a o.s• dearmme rrom cornbusUbie rtrateriais. lf ncx?-IC rated, fixhxes are instaNed witlh a 3' dearance firom insulation. Skyli9hts: 0 Minimum insulation requirement fw skylight shafts equal to or greater fham 12 indhes is R-19. Vapor Retarder: 0 Installed on the wartn-inanrinter slde of aq r?an verrted framed ceilings. walis, arid floors. Materials identificatian: 0 Materiais and equipment are installed in accordance witlh the manufacxurees installation instrucHons. ? Materiats and equipment are identified so that compiiarroe can be detemiined. Cl Manufadurer manuals for all instaNed teatin9 and cod'mg equipment and service water t?eating equkwmt have beeri Prvvided. Ej Insutation R-values, 9tazin9 U-factors, and heating equipment efficiericy are dearly marked on the building plars or speaflptions. Q Insulation is installed accorrclin9 to manufectum's insUvdions. in substantiai contad with the surfam beinB insulated, and in a manner that achieves the rated R-value wiBwut compressing tl?e insulatior?• Duct Insulation; 0 Suppty duds in unconditioned attks or outside tlie buiWing are insulated to R-8. cl Retum ducts in unoonditioned attics or outside the buitding ar+e insulated to R-4. C] Supply ducts in unwnditioned spaces are insuiated to R-8. ? Retum ciucts in unconditioned spaces (except basements) are insulated to R-2. insulation is not required on retum duds in basements. _...... _... .,..._ BDLH0106, Crowson Residence Page 4 of 6 C] Where exterior wafls are used as pienums, the wall is insutated to R-8. Duct Construction: 0 Duct connections to flanges of air distribution system equipmerrt are sealed and medhanicallY fasterwd. ? l1d joints, seamm and connacbons are secairelY faseried wkh welds, gaskeft, moom (adhesives), mastio•ptus-arnbedded fabric, or tapes. Tapes and mastics are rated UL 181 A or UL 181 B. Exceptions: Continuously wakied and toc?cing-tYRS loVtudinal joints and seams on duds oparadN at less than 2 in. w.g. (500 Pa). ? The HVAC systern provides a means for balancing air and water systems. Temperature Controts: L] Thernwotift exrit for eadh separate HYAC sYstem. A manual or automabc rtmws to parUaNy resMd or shut off the heating and(or cooling fnput to each zone or floor is pmvided. Service Water Heating: ? Water heaters with veRical pipe risers have a heat trap on both the inlet and outlat unless the wates heater hes an intogral heat trap or is part of a arculating system. ? Circulating hot water pipes are insuiated to tlhe tevefs in Table 1. circulating Hot watef systerns: ? Circulatlng Fot wetet pipes are insulated to the levels in Tabie 1. Swimming Pools: Li All heated swimming pools have an on/off heater switch and a caver unless over 20% of the heating energY is from non-dePletabie sources. Pool pumps have a 6me clodc. Heating and Cooling Piping Insulation: Cj HVAC piping conveying fluids above 105 degrees F a chilled fluids below 55 degrees F are insulated to the levels in Table 2. BDLH0106, CroWson Residence Page 5 of 6 Table 1: Mfnlmum JnsukWion Thickness for Circulatlng Hot WWw Pfpes insulatlon Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Neated Water Up ? 1" Up to 1.25" 1.5` b 2.0" Over 2' Temperature (°F) 170-180 0.5 4.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Tab?e 2: MFnimum /nsulatlon Thlcknesa for HVAC Plpes ?? ?? ? ?wAms by Pipe stims Piping System Types F'luid Temp. Range(°Fj 2" Runouts 1" and Les.s 1.25" to 20 2.5" to 4" Heating Systems Low PressurelTenperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooilag Systems Chilled Water. Refigerant and 40-55 0.5 0.5 0J5 1.0 Brine Belaw 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Departmer?t Use Oniy) BDLH0106, Crowson Residence Page 6 of 6 f Gr"McNr Gi.GVTocVVm• . LOADCALC YMORKSHEeT . ?, _?oasgy Dats: Rev: Rsv: illioll tPM ?u. ?w?oua. . • • . . . - ' • " • • - ' ~: ' ' '. . ..!M????1?? . • : ... . : . .. Apf?'htpo*aiicoh"'tt' T 0 A Y •C •O ? ;.Akew..sl A..?._ T?sA : T 6 1500 WOtta Cor s,ct1'laNifd'1C amP WpLn6 ereuA (mYftwrn 2)' uphW6 & Uatet+lo apqiwnees• ust aqrwo toolide go1t Syps At 3 walOC Pet e4use tt . M tord or tfzOonrY oPPWnt" (?wwr, vwap Oveela.ebe" "or 3KW, oo.) hormoom ra**• . Vyaw hertir - tiamePMs Mtlnll? •. sudmev d ,, ab. s a a l Fkst1U.CO0Yralfa@'00% •. suboout trz 05 MW" #M 3. cln. 07 r.maln? eF t+? 0 4M 3. tar@er bW dOp6oe ?ms or NC 10. TOEtl dWaY 1-d In weus (eotal of 16. A19. and /8f a) b) 4gppp 0 0 3WW 0 0 15= Q 0 34000 0 0 iOTAL WAD Nf WATTS ON10ED B7 YCL7AGE For2wsiroN PhwB 145 0 Fa ? ? ? fOr Wt 100t 467.308 0 0 0 0 0 0 a O 0 TaYI waft px oPrv-* 57000 4 0 O IVtwjwd apWWrw&i" bWs• OWN" dwaft ? 0 p 0 0 1cMapwwmM bad in wmft b) ? pjy$* taalw'ttOru W.C O. 220-V. ? 0 To1Y tpwMnwa bnd in wds , 7aW equn toollogs of frbwgs• aaairaft, Wd uft emm. iIc. ...... ? . TOW vva1? uf t?t tlotw?OM h?ae?r?? M?. tNYm?Pfa?? ...... ............................... 1. TodldhYNwYYfrrihaialrMM lsW4ploWS .................. 1. Ratlnp af 1wum ?h?tla?wY lamb -bmWryR ec (180O wMft for w"dtMw SOODvom Ifrdrl") -............. iQ A?rmoua lo?du In wMle ..................................... 11. TaOi wmfo? apmfnie?M, lMlbinY ................................ 12 Tabl a11 1- s tar bLidMW ' Far 29W. db+6ts Phwx fo" '""q° Q { Far2C6V. MtrN p1NW 1aW vsM a X 9 wabs- 0 Q ? ? i?-.J D ?PY• t3?9.0? Q vaEr?o ev: ?'+?r?c tw.. ?ao? cteavES rto?a, cotu?Aeus. n rETEK 1201240 v. 200 AW. ? 1PIi.HlB PANEL ? 2"PVG ? 04 $ARE GROUNr? ,? ta1r1? (3) 4/0 ALUM. WATER aarrn 3"pVC OR (3) 3/ 0 GOPFEA a1' .q/o s.re•A). R1wm . 200 AMP UbTDBAGRtWi'1D SSRViCE t ? D i y %P iY do ?s t'1 Ct? tg Sa TZ 3`t 3M 38 40 yt t _ . p7-?oos9?r . 614-577-0452 p.2 Apr 02 07 10:08a Patriot Air ?,..?,.r.,...... ? Mat 18 07 10:29a Tim Campbett Name tJal 06 'raftn Wast REZCALC ?iless. RESIOENTtAI BLOCK Lt?AD ESTIllii/kTE c ?c. - M tnwla.; Swnmer Rt+ ??ttmer DBfWB Vlrmtet ' wnter swArg ? ._ _ . , O?d°O DESKiN f?1dWYt??NS w _ qpqt, 72 72 24 3 pf _ __? gp ! 73 3 ---• .?._ . - ----?--- cs'LPZU i DvU?.ti ??me Shada O+?r. C-F H-F 5Q FT ?C-Laad H-l.Ced Dir Type G4a?c`.? --- ? ---- -- -•- - - -- ? _.. . EI@ 1 T 14.W 4Z titl 13.0 i8Z 553 fit WIIfOM K9q@CaVH {?t ! tS l T8 NO NtMm? 12' 3T.00426d r 140.0 4 6.180 5•W 1 W w1 E Windaw ReSIC _ _--2 -•- -??-•-?? it3 Nor?e 'tl S 4260 27. 485 . , 482 19:,0 22$ ----- --?------ 33 YV En!gi r 4g1,- 12_Oa 25.40 21.8 252 2 _ b 941 4 Dcwr _......._. . w ? _, ' _.. ?.___.? ? ? Nat? ;2' 37A0 42.80 ____?-- 116A • _ ._ 4.?S . . -Window. Reflec?0ive W-- ? WAL.tS R 5hgdie Ovr. --•-- • ? - bir Frame ______..._ _. ••- -- --- t 3 . - Nt? t?' _..__- 9.90 5l6U 69?.9 _ 1.258 g,g14 w wocw „ . . 1'Sl 5'r60 ??013.0 9 5.6T2 067 5 13 N? ? r 1 80 ?St! 905?.Q 1.8? . 384 4 E Wood .__ d • 13 .__ Nd?e ._ 1 Z 1.80 ? ____ d se1 .?.--- Q . -•-- 17.374 5 Woo Ntat?e . -- -- N IWasanry 0-Stt 9elow ._„ ? D ?_,., _.?...._ ..._. QW 8 U9 8910 ti kii;k _ ,.. N Mascmty > 5R Below 0 __. _. . ._... - - - • •- RUOFR;oLwj Desw*Abn Ceving uitder veniied aAlic - - - • FL40it DescxlPtlcn --. . •' BaSBRtemt lbor ?- 21t, bebw 9?aft R -- --- .-. ?{g 2,90 3.71 . 2.041A 4,694 _ 7.572 Govu CsiRrL4 Bebw R ??. . _.. _. ~ 4A0 4.70 _ 4,110.4 - ? •--?'886 Pdnted by: ?U Kanipe Patriot Ait Cvrribrt SYstems PaAe '1 4lQ2I20E1l 9:05 Vetsiort 2.20 CN.RZB Fil?ame: MZDESI 614-b77-0452 P.3 ,4pr 02 07 1 0:ASa Patriot Air v.?-.,,,......M.. ?- Mar i8 07 1a:298 Tm1 CanpbWl RQCA-C- RES{dENTWL BLOCK LOAti ESTIMATE ____-•---------- . $?,MG COOUNG LOAD SUMMARY ? SUBTOTAL (Alf GL-OADS) 21,149 - ? x 5{MNG M1.lLT. j •00 x bt1GT MULT. I _.x SUi1?lER Gt.FM1?TE rJ?it.T. 0"96 20,303 = SU9TOTAL '-.- .. 4.240 ?. a; # PEOPI.E x 53Q ??-?...._.._ 1200 r /PPLlANCES U9TS T --•• • _.. . . ; - AL (Less Outside Air loadl ' - •----- ?_ _ • _ 26,743 -- --- '?.?. ... _+ OUTSIDE AIR LOAU - tn%.avenc. crm xAad tda* 259 x 44 '; '11.356 • ? S TOTAf. COOt.ING LO/tD?.?_... .-?- _ __.? 37•139 _ P?LE x 23iU _.._ . . .. ..... _ __.._ g ' '? - OU'i'SfOE AtFt I.HTE]VT LOAD ? - infit,3vac dnn xlatent baid tehn3 259 x 27 6.993 "33 - -- j -L/kTENT COOl.ING LOAD , . _-- - ' - - ? s LOAD -- ?$EN51B1.E CO?{Nt • --- Name Lat 86 Tacim West Address HEATING LOAD SUMMARY . wSMTOTAL (I?1 H-l?} .. . . .` . __ -?u - - + INFlL. & VENT. CFlrA x 77 7n . . ...-.---- =BTOTAL? ---_-._ ' ' x DtJCT NULT. ?-? - xWiN'i'FR C{J1An-t'E MULT.-- 0.96 A? WAKr" iCFM1 _._------ - •------ COOLiNG OR HP CFM seraibto aoot. rne t coou+g cFM taotor 23.10r FURNACE CFM qL43.Q0 _._ CNG SENSt6LE HEAT FAGTOR s?le oool_ load 1 lclfd oootin9t ? tiEATtNG 87tJH M.64,920 -- 56.364 121,284 1't8„i32 _1,225, 2.708, _ -• -, ; a_7sa2 P?inGetl by: Bi? iCaetipe ..__?._ ... _. _. ' Patriot A'a ComfoR Systems Fdename: AA20ESlGAt_fiZ8 Page 2 41WJ2007 9:05 Yecsivn 2.20 - - - ' ----- ?_.,r3 -OL6-"` ? ? ?-- p19 au!1 , / ? ;X5'; •'?` ' , -? __ _ _ ,0'086- "?? ? _. tr?_ / / . , OQ ?6 - r-- ,C, •, ? ? 6 ? A _ ---, r • ?. • ? ? 1?? ,; ;? ,-- ? ,, '• ? /" _ c?v CA,o ' % 00'?LBX . , -?- OS'LL6X _- \ `ua ' o ?0??, 'ZLB ? 7M _ " - - •?,..53 ,oz : g•pt6 _ ° ,, _ - 1n _4'?_ --s - - - - -- - - --- ' CL . '. .-- . - - - Qo ` , '- - - t?y(?, w ? , ? ? N ` - - _ N \ - ?uo^i _ Oe... _ . _? . . , ,g ?-- _ ?_- - _64• 6 L ? ; .Q0' ; 'OB6 .096 , , . . ? . ;. . - ? • Q v: , ' 4* Building Standards Revision to A lication for Buildin Permit 5800 Shier Rings Road pp g Dublin, Ohio 43016-1236 (Commercial and Residential) Phone: (614) 410-4670 Faac: (614)410-6566 , Fri+i rl.iV This worksheet is for revisions to plans tLat have been assigned an application number and have ? ? been given plan approval by this department a? ? ? ? Date: 311z3(0`'? Revision Number: (0 Fee: -lo.Co Original Application Number: 07 - 20c)'5qq o ? Project Address: q Z(,,5 D-,q fE?LL?) pQ ,.0c.S;-, i..L T bc,.; w ? Project Name: CRcw Sc-) czts' > e'c? y •o OwnerName: Jbizo.(vJ -?- r"l_ty L a Tenant Name: Contact Name: b4J/zf' `f+vv?f3.??' Phone: 61y- 3y y- oZd'?-_, y CompanyName: vT? ??v????"??-"?%?r? E 0 Address: ?775 Gt?S?Fv.cv Cr ?Fax: 5 v, E-mail: < Provide a comprehensive description of the revision(s) being submitted (please attach addirional inforniation, if necessary): tJfArJ.r .'iro AC>D 24k CArZI-? ?3raS?,.J r) tl? jziUHT 2En2 "io P i.l62T DQJ-1.r:1?(?.E TD CK?Si I.JG. G'R7C.N i?J?? /?IJ17 M?n)„At?.? 4?2rainJAC?t. /??1ZoS? = ? Lo7 . t2Ei i a . . , ? y • ? A ? a - s ; -!. X A 7_ .. _ . .. , _ . ... ,. Check the types of revisions being submitted with this applicarion: ?Architectural GStructural ? Electrical ? HVAC ?Plumbing nngineering OLandscaping ? Zoning The owner of this building and the undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the Ordinances of this jurisdicrion, pertaining to the building and the buildings, and to construct the proposed building or structure or make 1. the proposed change or alterarion in accordance with the plans and specifications submitted herewith, and certify that the informarion and ? statements given on this application, drawings and specificarions aze to the b of their knowled , Uve and correct. ApplicanYs Ptinted Name Applicant's Signature BA UER, DAVI DSON & MERCHANT, I NC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHOIWE: 614-846-3393 FAX: 614-846-4575 -- PLOT AND GRADING PL4N LOT N0. 86 PLAT BOOK 5 PAGES 140 -- FEBRUARY 20, TARTAN WEST SECTION 4 PART 1 C1TY OF DUBLIN 143 UNtON COUNTY, OHIO 2007 SCALE: 1 " = 30' C. B. T. C. 9 73. 8 I 10' Easement ? ? co ? W r n ? d-I ? ? Lot 85 F. G. 9 74.5 30' Building Line )716 N 07*06' 15" W 119.92' 25' Easement -- 25' Tre Preservation Zone ?, i ° St. n86 ( I I ; I Ev(rrFFRnvc MNTPr.ra.NcT, Citv of nublin APPROVED AS NOTED CK 03•??6•O6 0.446 Ac 41 Prop. Walkout Qetaining Wolf 4: o ' ^ Prop. * .3a ? 4.83 Patio 982.0 '0 0 ? 12• 6'7= 1 00' Window well ?3. N 0 ^ Base. Flr. . N o N o A.C. IQ C-10 3.00' 976.5 ^ 15.33' nit . Gar, Fir. M 981.0 4: * 982.0 gu?-? 11'-.33' ? `D 22.33' ? o ?68.4 / '") M.H. T.C.972.jwl 8' Public Access --" 4 Easement 8 B'k6 PQt W S T 972• T.C 330' t prive - 9' 976.91 COr°Zon W? .I ? DONATELLO DRIVE T.C.972.16 o Prop. °a Drive `9Wo 7- 2&.5' ' ?? ?I n, n1k ? I 16.0' I L ?F •`? ? ? ? 0 ° `?lifi?r! ? ?' ^ Ex. 977.8 ? ? (??a.r, 3 12 ".0? w?.! z Q.12 /IIM4?ti+?tA.?.Or a".7 ? (? 979.5 ? 980.1 Lot 87 F. G. 986.4 980. 6 ?6' Easement ?:7-15' Easement T.C.979.4 St. 9 79. 4 W 50' R W ? . ,F.F.E.= 986.0 T.D.B i' .= 985.0 - ONINC Cre?';?AN+?E St. . . . , `?,Pl?R0t!'s ?1 AS NOTFD : .. f.G.E.= 983.0 _ r:ITY CC?F DU61.lN, OHIO vG-- : y ,. ¢ B.F.= 976.5 * XXX.X = PROPOSEQ ELEV,4TfONS P?'?? HOMES. ' .:f• . . •:._ T.O.F. = 976.0 __..,_... ......,,... .. . TYPICAL WAl.L SECTIQN This pfot is. preporod-for the°faco! buifding dopartmerit's use ond 7s not to be construed cs hoving ¢oan Pppared for the owner or for the use{Qf ? t. r the owner for ony purpose. . Porcel No. Nb have dmbrmlysd Ha! Mis bt l'as within tMs limits + ? ?? Flood Ro`ing of ? z?e XN a, ?.n ? tne F?ood n?+u.o? t-AUDERBACK C?7ST& HOME? see master groding plan for details Re, y,p w UWION CO. , pw,, c,,,,,,,,,,yty SURV'D DRAWfV CHECKED Po,w m,,,,e.r39080801508£ff*cc;,,,, noe,9-27-91 S.M. S.S. REV. 3-22-07 S.M. 351-07 200-07 REV. 5-18-07 H: \DWG 07PG\20007\2007PG 1.DWG Order No. Revision to Application for Building Permit (Commercial and Residential) i 1Y 1 .d BLjl. Building Standazds 5800 Shier Rings Road Dublin, Ohio 43016-1236 Phone: (614) 410-4670 Fax: (614) 410-6566 This worksheet is for revisions to plans that have been assigned an application number and have Q rA been given plan approval by this department a? ? O Date: 311310Y Revision Number: 5- Fee: , -13' 0c) o Original Application Number: 07 ^ Zc7otS94 ? Project Address: `1 ?`•' DagNTELLA i790E ? ? ProjectName: GZ,o?so? R?srD??c? .., o Owner Name: 'Jb?-DAJ t 1-i-oULy CRaw10d s, a Tenant Name: - Contact Name: ?e LAoDce-(?Ar-e- Phone: (o (4 " 3 4 8 '02-8 ?v w CompanyName: D'rL DPEVEt,.oPME,,3S' C,'TD E .? v, Address: L377i 4L*.SSFaR,u 0T. S Fax: (olq -13-73 - o ZS DJat,tA, oN 43ot'1 E-maiL• 'Dl.AJ0EQP.AC&AoL_caM Provide a comprehensive description of the revision(s) being submitted (please attach addirional information, if necessary): /401) PE?ZX 7? Rc?4 CF hbus? I'E<t ?iin?s - n CEvAR c 0 w ¢ ' i. ? h 6> A C. O H ^ •? 2 ? t ? g t a + J J Y _ ' - ` l?i'? ?/ hrl . .. . ,.. y .,. , s ' .. , :...> . ........ .. .._ ....„.. . . ... .. ... Check the types of revisions being submitted with this applicarion: ?Architechual ?Structural ? Electrical ? HVAC ?Plumbing ?Engineering ?Landscaping ? Zoning The owner of this building and the undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the Ordinances of this jurisdiction, pertaining to the building and the buildings, and to construct the proposed building or structure or make ? the proposed change or alterarion in accordance with the plans and specifications submitted herewith, and certify that the informarion and ? statements given on this applicarion, drawings and specifications are to the best of their lmowledge, true and correct. c C7wi'D LAv,wBitcK ` Applicant's Printed Name ApplicanYs Signature ThiESE DRAWINGS HAVE BEEN REVIEWED FOR AND SHALL COMPLY WITH THE 2006 EDITION OF THE , RESIDENTIAL CODE OF OHIO AS AMENDED APPROVED PLANS MUST BE ON SLTE FOR ALI. INSPECTIONS. _ BAUER, DAVI DSON & MERCHANT, 1 NC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRtVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRAD1 NG PLAN LOT N0. 86 , TARTAN WEST SECTIDN 4 PART 1 PLAT BOOK 5 CITY OF DUBLtN PAGES 140 - 143 UNIDN COUNTY, OHIO FEBRUARY 20, 2007 SCALE: 1 " = 30' ? ? N 0706'15" W 119.92' • C.B T.C.973.8 ?• 25 Eoseme t C.B. , T. C. 9 79. 0 25' Tre Pr ervotion Zone - -?? ?- ?`- - ° . ? ? 66 o ?, (o ?e Z7'(, to ^ l2 ni ? - 0.446 Ac. Ex. 97.8 Pro? Z??aC )vjDk'- Wolkout ;•, / Retainin - WoU =to * 976.0 • + 00. ? ^ FR ..3< ? 4.83 '? 2' f0 r?ry os n o ?3.oa? N N12. -o ? . Yy; Ow- ell Z A PFROd7FJ) A ? ci Base. Flr. AC. nit •? 5 ' 976 3.5' ?PP03 ^ . 3.00 15.33' 0 0 o Prop. Drive 1%b 979.5 N Gar, Flr. N ? 981.0 4.67' 28.5' ' 980.1 Lot 87 26.00- "'• t 5.00'^ * N F. G. 986.4 9V2.? O ' 'Q 22 '..? t0 Lf< . D?A. E9 6' Eose ment 6.0 7 f F,4 o e 15' Eosement 4 T979. 4 ca -?? ??yl -7e,-)NING 0CMPLlANCE 3 c9g--b g V G? ? 10' Easement J ^ ? I co ? W .' 7, ? I v co I 00 Lot 85 Z ? F.G. 974.5 ? 30' Building Line i ?? ly M.H. T.C.972. 8' Public Access --' Easement T g7 33?t prive Co?OZ°? W ? --? T.C.972.16 I --- 976.9 l DONATELLO DRIVE 50' R/W -T F.f.E.= 986.0 ? T.O.B.= 985.0 St. . F.G.E= 983.0 " XXX.X = PROPOSED ELEVATIONS B.F.= 976.5 PER LAUDERBACK CUSTOM HOMES. .:f..: ro.F= 976.0 ttP?ca. wAc.L sECnoN niis pbt is prapaod for the locoi MuMmg deportment's use and is not to be eansMred os fwving 6sen preparrd for the owner or for the use of the owner for ony purpose. PareN Na ""'°"' °N"?idN'"°? d'`` b` `"'"""'" "" "'"ft LAUDERBACK CUSTOM HOMES ? sFlee?moingroding a Rooa Z. x o. aln?n oe U. Flooa hwenee Ro. ",p ,w UNION CO. , p,;,, C,,m,,,itr suWp ow?wN cHECiceo p?an for detoils p,w Nur?,e.r3908080150Bu&cb,,. oot.9-27-91 S.M. S.S. REV. 3-22-07 S.M. 351-07 REV. 5-18-07 H:\DWG 07PG\20007\2007PG1.DW0 Order No. 200-07 Tt.r4 n7cT ? '(3TFD ? r J ? ? ? ?3 a M ? Q ? ? i? M .-- ? ? ? •,? .?? ., , ? ? M? ` ? ? ? qr E`?1 ?• \ ? ?t ? ? ? V ? 0. ? ? ? J h v ? , ? ? ? Mill O? ? I O ? h, .? ? •o d 0 ? Z ? v +4 M \ 4 ? ?c Q t? ? 2 ? h ? ? ? 0. m ? >A ? n .? T? o ,Q M ? ? ? ? cr ? ? ;ka ? •'? K ,. ? J ?r 0 ?? ?? ? _.._ _. . ? ? .. . O ? Z ? .? ? .?? ,. ? Q'1 ? ? ? ? ? ? Cn ? ? ?ac ? ? ?. ? . ? • Building Sts`ndards Revision to A?pp'UcatTion for Bnild?nt? Permit 5800 Shier Rings Road ? !s Dublin, Obio43016-1236 (Commercial and ResidentW) Phone: (614) 4104670 Fas (614)410-6566 t:f il (IF U1 6Lti- - TW worksheet ia for revbboM to Plm *at dave bem no*a1 an %*&MdM gamber sind hsve a beea givea plm a1Pprevul'by tbb` ??. ? . Daft Fee: a 4riginal AP4flication Numbw- 07 " ZcaooSw - 0 ? Project Address- `11409DosJA'M" ?-Wr- - ProjectName: C?.&oOS0,0 e OvvnarName: JbRJDAJ .4- Nou-y CRawaas) .. . ?. a Tenant Name: ? Contact Name• bro€ phone• 4ii tif r 348-0Z8 (o ? Company Name: DrL DEV E t?oPME.,?75- C.-rfl a v? Address• 8779 d%u+tsTFatb cx'. "S FaQC- _l.?(q 05-2.8 { . pNah'tAo)1 4'10 I'i E-mail: 1) S-x0%.0Ao4caM Provide a o6mprehensive descriptim of ft rpvision(s) beiog submiwd (ploSe attach *ddiflowl iutuma:tiou, ¢Aecessay)- r?oYED - ST'htR LaG+4mo,) + uSE af Stiu:PSOO IE)4PAaS#aJ sHiEtrD. . . !? D DTY' oF ? x G Po s r? M G 7b 4 ?. _ . ? AlJ G 2 E 2aQt ? BUILUING'DIVIS{0N 0 ? ?. ? ?-jM•:?i:t_ y? - Cbc& ffic iypw of1V??w bebw wbuiftd wilk ffis affbmdm . " DArchibectmsl ; OStcucbarcal CI Ekeftica1; O$VAC OPlambiug OBogmeam8 a? 0 ZDmmg . Tlm avner ofthis bmUdmg nd dre undaaWed, dO Lereb`Y mveant and agme'tD comPl3' with sll tlu laas of tLe S"tft of Obio and the Ondinaam of this*isdcdoo, Pamanb8 mbe boUdb8 and te bugdiq;s? andto oooetrnid do PcaPowd bmAdin$ a stcacvue ar melue ? ft proposed cimge ot aloeMar m aQOadmm wt1? te Plans md Weedcom mbmitted bacw9h, md oaRitY that the infomwica md a on this applicidon, dawin? ?specifications we to the bost of 8meir mowledgr, treu aod oaraL ? Amlicam,s pr;,,ft1 Nam - Apph`xmt's s'patre ? W ? . _w\ I ?\ ? 4 ? SO . ? U ? ? ? ? \ ? _ ?Al ? ? ? ? rn P? ? ? .,.? ? ? ? ? ? ? JZZ 4.z n ? ?+ L ? ? ? ? ? ? ? ? C Ic", a ?. d N4 v ` $ - e??? ?? ? n :a . . •4 ` ` , ; E---?----- ? y= .t s . -C7 :• ?:.. . X ?? C 1 t/? ? ? N _ oy ? - ?-- - A? ,tn D ?? 9A? -n M rn O ? 0rn o v n? ?-? ?? zrn h m ?' K X. ? n c- t„ r -i ? 0-4 ? Zn m . °' O •• 7- SIMPSON LSES Cl 2 ? s S ? ? ? 0 a ? ? I ? ? The Lag Screw Expansion Shield is a d'+e cast zinc alioy expansion shield for anchoring lag screws in a variety af base mater'rals, including concrete, concrete block, brick and mortar joiMs. Radial ribs provide additionai hoiding power in softer material. ;IM Die cast Zamac 3 Ailay lrm? ? Caution: Oversized holes may make it impossible to set the anchor ? and will reduce the arichor's load capacity. • Drill a hole in the base material using the appropriate diameter qrbide dri{{ bit as spec'rf'?ed in the tabie. Drill the hole to the specified embedment depth plus'% for flush mouriting and bNow it clean using compressed air. Altematively, driN the hole deep enough to accommodate embedmerrt depth and dust ftom drilling. Overhead installations need not be biown ciean. • Insert anc6or into hole. Tap with hammer until8ush with surface of base material. • Position fixture; insert screw and tighten. ISES Product Data and Tension ??' Lnads in Normal-WeigM Concrete 7 Si? Modsl Drill i ??ed' ? AIIMM6 TensiOn Load (1?.) auaaiilY (irt.) 1?. D a. (in.) (le.j Pc t 3M Box Carton 1/4 Short LSES25S I/z 1 90 100 500 Yis Short tSES31 S ?/z 100 100 500 3/e Short LSES37S % 1V4 220 50 250 +fzShort LSES50S 3/4 2 250 25 123 '/sL L5E525L tf2 1% 120 50 250 l.SES31L ?/x 13't 150 50 250 ? LOnQ LSES37l ? 2% 26(1 50 200 fr Long i.SE550L a 3 310 25 106 *See pag'^e^ +1u0^^for ? ?IW Wl1{!11 of ihe foad table icais t. Ttre allowable IoadS tisted are based on a safety iactor of 4.0. 2. The minimum conecete midmess ISS 1'fi il(H&S 1h8 8(I1b8dtllCllt l18pG1. 3. Screw is not mduded. ?t J ? LSES Installaiion Sequence ?'':s.: % ?•1' •o: t?t ' pe bi s R??Q 'b°• ':s 4?'e ? g. o,y4,• ? "z ;'aq • eq ? ? : o; ' •, ?,- b' The ESA was the originai inGemaUifthteaded mechanical aricfor design. The maikabie lead shield ailaYrs for securemourrting. lie WMEM Cone - Die Ca"rn?q 3Fxpander SNiield -'? - 5?a antimonlal lead • Drill a t?ole in tlie base material u?p the appr?t? drameter?carbide drili bit as specified in the table. Drill the flbi6tb'tllb's tfi'e8 embedment deptb pius I% fnr flush mourfing. Blow Uie hole clean using compressed air. Overhead instaliations need not be biown ciean. • InsW anChor into twle. • Using a pitoted sot)ng punch, drive expander shield over cone. ?_.. . N YESA • Position fixture; insert fastener and tighten. Meets Federal Specifications A-A-1922A, Type 1, except ESA50. I' ESA Prodect Data and Tenaion Loads in Normal-Weight Conerete loted setting n ' 'H 6 d AlkwaMe ' thmd n e . feWou Q?mih Shn llo. Dla. ? I.aad (165.) ?? per lobj f'c a 3000 pst Box Caden #10-24 ESA10 ? ?fa 140 100 1600 1/4 - 20 ESA25 ?/z -tla 190 100 500 .,4 = 15"._ ESA3T 3Ya 1 Y, 380 50 200 %-18 ESA50 716 ifh 400 50 200 t. rne alioyruie loads lis?edara. ,.. .. _ based og4 a ,Q. satery tacbur of loted Setting Pundt 2. The min" un PrUduEt M coracremthidmass " is tlk UmOs the embedment depth. 3. MachinQ tioft is not incipded. 4. Qne Pibted s"p punch is indudad .n -l. Mv ' IIIbd81 NU. Por Uss WItl1 Hmc Qty. PSP10 ESA10 10 PSP25 ESA25 10 PSP37 ESA37 10 PSP50 ESA50 10 installation Sequence ; •.. o4a?. m m a. ? ? a 0 ? ? 65 ? a? I '# 46 4- i r ? n 0-7• v2_o a--5_9Y THESE DRAWINGS HAVE BEEN REVIEWED FOR AND SHALL COMPLY WITH THE 2006 EDITION OF THE RESIDENTIAL CODE OF OHIO AS AMENDED APPROVED PLANS MUST BE ON SITE FORALL iNSPECTIONS. _ I BAUER, DAVI DSON & MERCHANT, 1 NC. , CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 . PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT N0. 86 , TARTAN WEST SECTION 4 PART 1 PLAT BOOK 5 ClTY OF OUBLIN PAGES 140 - 143 UNIDN COUNTY, OHIO FEBRUARY 20, 2007 SCALE: 130' . ? J 10' Easement ?? n_X\1 ZaNING CrMPLtAPlCE `."???t??,`?'?`'• ?S NQTED 3 _0s-ag v? F7VQ- NFe, ?r , - iCity nf p htin ``1POVFl) A ()T NFn ' E r?r03. /8, a e Lot 85 F.G. 974.5 ? 30' Build;ng 8' Public Access Easement • 330' DONATELLO DRIVE 50' R/W Lot 87 F.G. 986.4 76' Easement ? ;P..15' Easement r o7o a = 986.0 70_B.= 985.0 ?AJR * XXX.X = PROPOSED ELEVATIONS B.F.= 976.5 PER LAUDERBACK CUSTOM HOMES. .:,.'• .•; r.o.F= 9 76.0 nPIcAL wu.t SECTIDN tha plot is prcpored for uie loca a,idirg deportrr?enYs use ona is nor co ae consrrued as hoviny bsen prepwred for the owner or ror tne use of the ownsr tor ony purpose. We lwn dstwowwd OW Um lot go mOdo d»buft or Faaa z.. x or -ne?n on U. Fboe ww.. " „OP f« UNION C0. , chi, ca„,,,,,itr POW *n„e.r 3908080150Bmwea,. o,a g-27-91 REY. 3-22-07 S.M. 351-07 REV. 5-18-07 - ft N& LAUDERBACK CUSTOM HOMES 40-- Flood Routing see master groding SURV'D ORAwN CMECKED pbn for detoils S.M. S.S. H:\DWG 07PG\20007\2007PG1.DWG Order No. 240-07 . '? f"Y.?-r f^ zo 98? 98\ ?• ,, '/`?' VV•V'-.... ?t7 , Line i ? ? i ?a 6<6, ? `. \ \` // ? ? O , N- / .? --- ? ? ? .`flTr _ 10' EQSement ' - BAUER, DAVIDSON & MERCHANT, 1NC. ` CONSULTlNG ENGINEERS 255 GREEN EADOWS DRIVE SOUTH WESTERVlLLE, OH10 43081 PHOI?E: 614-846-3393 FAX: 614-846-4575 ` PLOT AND GRADING PLAN LOT N0. 86 TARTAN WEST SECTION 4 PART 1 PLAT BOOK ? CITY OF DUBLlN PAGES 140 =- 143 UNION COUNTY, OHIO FEBRUARY 20, 2007 SCALE: 130' ? Lot 85 F. G. 9 74.5 30' Building ? Screen Ail p nOh7 FU 6 LEw GALI PLRNNiP ?u. ? Lo# 87 F. G. 986.4 180.61 v/ i 76' Easernenf j ;:,.15' Easement ? ? 070 s 8' Public Access Eosement 33(? ,X,- . ikepatnf ?tawaik hequired yP.??:7i4T i IGN '•NE ;HkDll? E IRSf EGTV' 7f?N INQ CQMpLJANCLt ;:*PROVI,: 0 AS NOTEp r ? Y OF DU?sUN? ?o? ? nvcmEEwyc, rnNIPi.rANcE Citv of i)vblin APPROVED AS NOTED - FPP ob - ig- o-+ QPG-??p r ? ? ? Street T es Raquired CRLL C'TY ORESTcf3 BEFQR? !?f#t7I? A.N !F??T,K?: s,;tw ' DONATELLO DRIVE 50' R W ; ? . F:F.E= 986.0 ? m,M3P??R ? I HEREBY CERTIFY THAT TNE ro.e.= 985.0 GRADE ELEVATIONS SHOWN ON oZW?vF ."" F.'G.E.- 9 83.0 QPVF- THIS PLOT PLAN ARE THE RESULT OF AN "AS BUILT" SURVEY PERFORMED ON r B.F, = 976.5 XXX.X = P,ROPOSED ELEVATIONS T- .* PER LAUDERBACK CUSTOM HOME . p?E " •',?i••,•': T.O.F.= 976.0 SURVEYOR OR BUILDER SIGNATURE JyplCAL 'WALL SEC77oN This plot is prepared for the local building d4Partment s use and is not to be construed os having been preparod for the owner or for the use of the ownar for any purpose. ` Porce1 No. Ws how a.??„uwt t??w bt ib. ?m aK un+ici Flood Ftouting of ?«d z?. ??? «? am ?a ??+?• LAUDERBACK CUSTOM HOMES p?an mor tdetaijsding q.e yap w UNION C0. , o,,;,, c.ff„?w suWo ow?wN CMECKED P,,,ei N,neer3908080150BEn.cvw nab2?, 27-31 S.M. S.S. REV. 3-22-07 S.M. 351-07 H:\DWG 07PG\20007\2007PG1.OWG Order No. 200=07 c?cv ?_ ,R_n? ?? • BAUER, DAVIDSON & MERCHANT, tiVC. . CONSULTING ENGlNEERS 255 GREEN MEADOWS DR/VE SOUTH WESTERVILLE, OHiO 43081 PHONE: 6) 4-846-3393 FAX: 614-846-4575 PLOT AND GRADlNG PLAN LOT N0. 86 . TARTAN WEST SECTtON 4 PART 1 PLAT 800K 5 CITY OF DUBLlN PAGES 140 - 1'43 UNIDN COUNlY, OHIO FEBRUARY 20, 2007 SCALE: i30' ? ?- ? REViSlaa 5 Hawoa4 Exrsr#44 TRCCs 41,4107 , • C.B. T.C.973.8 25' .,_. ? N 07*06'15" W 119.92' ' Easement St. r Pr ervotion Zone T.C. 10' Easement- \ h 11" L/-00?6 .t t?IA, . 6 0 0 tri to ? "DIA. ? . ^ Z ; Pro .. ,_._.? ?- ' . ^ ? ? out ? ;., Retvining Woll ? * 976.0 ° M . W ? 4.83' .34 ? Prap. 382.a * Petio ? ? , ^ ? 12. 113 00 tn i2.67; Wndow weN V a 1.00, Z ? a. . N ? Base. Flr. c N A.C. ? 3 5' 00' 976.5 3 nit " . 00 . 15.33' Prop. 979.5 Lot 85 N ? Flr. N Drive do Gar F.G. 974.5 I , *I , 981.0 4.67' 28.5'' 980. i Lot 87 ' 26.00' 2 N'• • o ,g 5.? ' ? `? F.G. 986.4 30 Building Line ? 1z ? o * 982.0 71 1 .3,' 981.0 * p 980.6 .? 982.0 980 ? ' 972.81 • 6 Easement 0 16.0' t1" pIA. ? in 6&4 r? 4 e 15' Easement AJ.H. T.C.972.2 214? T.C.979. 4 c+ 8' Public Access Easement - 330t ? pr?ve ?- _ -67 ^ ?orozon 976.91 ? DONATELLO DRIVE 50' R W 72 16 m . ? . T C g FF.E.= 9860 °a tn ? T.O.B = 985.0 Tree Protection Fencin? ? St MUST BE tNS .?. F.GE.= 983.0 • T/;LLED AND iNSPEC PRIOR TO START OF ANY CQNSTHUC110N ' . N CALL PLANMN6 OtVIS{ON FOR MWEC110M ? 8 _ . ? " " ' B.F.= 976.5 In???`+ !? ? XXX.X = PROPQSED ELEVATIONS , ? PER LAUDERBACK CUSTOM HOM'ES: ?-? -• ? t?f ? '"g ? v. , : r o.F = 19 76.0 " rrnrM wut SECiIU N ?ivt is preponed for the bcd btn7dng dcpartmmt's use ond is not; to be construed as having been prepored for the owner or iar tl+e e+se of for any Purpow. ,Aoree! Ho. - Flood Roufin 1'" g ' '"?'? ` a " ? LAUDERBACK CUSTOM HOMES "" ° "` °" ' '° ' see master roding f Floft 1,9m an dw Fiwd hmmm :O SuRwO DRAwN CttEqcED pton for detot7s t, uw w . , aw. c--.* 31 nrunte .1150 atscamttute9-27- ? 1 S. M. S_ S. N. 3-. 07 S.M. 351-07 '. 5-1 ?-07 • H: \DWG 07PG\2000712007P61.DWG Order 200-07 No. ? C1'i'Y OF DUBLIn CITY OF DUBLIN PERMIT NUMBER: o?- ?0059'? DIVISION OF ENGINEERING RESIDENTIAL BUILDING PERMXT 5ITE PLAN REVIEW CHECKLIST Subdivision: 7 77Number- ...? Reviewer:C (1 ? Address: q?0 ? /`5 ?? Ql`/ Date: 040118-04 ITEM Y DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If Na, proceed with review. ? . 2 Lot elevations match Master Grading Plan. 3 Are existing olevations on the site plan for a new home in an older subdivision or a plan with unusual grading field vcrified? If Yes, proceed with review. If No, request field verification, ? 4 Additional spot grades are sbown on driveway and at the rear edge of the pedestrian path, S A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. ? 6 The driveway slope is less than 8.0%. f 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes, 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading T'lan? If No, proceed with review, V/ 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevatian is shown (not to ba 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 siae of water service tap is shown and labeled. 17 Sanitary and storm structuros are shown, labeled and match the approved construction drawings. ? 18 Water main attd nearest fire hydrant ari 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 siae of existing sidewallc/bike path along side properiy line is shown and labeled, ? J 21 Tree lawn siae is shown and labeled as 7 feet. ? 22 I00-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number: ?3q 080RDIS06 Effective Date, O`? • Z 7-2 1 23 Erosion control is shown, labeled and matches the approved canstruction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings JOA 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Flat 26 Easements are shown, labeled and match the recorded Final Plat ? 27 The drawing scale is shown. 28 A north arrow is shown. ? 29 If a cortter lot, address should be for sueet that the front door faces, ? c;omme ts: , , c W) N 3 T-) WU4Sk4,." Ll?? cA-4t4-Wmd??l?-t?t4F .. REVIEW RESULTS: Ci/APPROVED 0 DISAPPROVED 0 Expedited Second Review If this Site plqn is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division af 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 Revision Revision Fee $ Appli ' 11? Ck?l?UN 26 ? 1?o eV, 0 0/ TyoFoa' ?/szo e?,N N Application Number p-7- z o0 59 q. Address 9Z?S a??????c.? ? 7?qe7N,J w6r 407- 8(, Reason for Revision l, sE s#oP,?D cxe4v,-n,j4 s,.D. FoujOs+iro,J 6,ewc QS(o-oRC I 'J L iEtk o;:' Poti RC Z> GJ,QLL DETAIC. aJ ApRRaVeD PC„Anj "Note: All revisions must be clearly on all the revised plans and plot plans.** highlighted or clouded Contact Name ()MG L R ? ?ee-a c,c.v, Contact Phone Number ( qq _ 3 q.g - oz8(a For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Informarion Updated 8-23-04 CITY OF DTJBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43095 Phone: (614) 410-4670 • lnspection Line: (614) 410-4680 Revision APplication Revision Fee $ Application Number 6-7- Z oo 59 Address 9z 6o4,-' Z??,?.q T?"LC.o ? (?2.7- ?? Reason for Revision(i) ,V1S//,0 &4 sC,,4E-1T ?- w-1s ?> ??rn L?sr ?2???S;o,J. //Z 84711 p.-J /S T ?L- 84f-H oN 8At 3 (ZN? F'-co??? "Note: All revisions must be clearlX highlighted or clouded on all the revised plans and plot plans.** Contact Name D.4 vE L4JOcx- a-i cx Conta.ct Phone Number 4,1,1 - 3,18 - oz 8 c:, For office use only Revision is #o be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Suppi emental Information Updated 8-23-04 FIREBLOCKINC L-L FLR JST ' -?? 7 1" AIR CAP' ?- 1/2" C1',B ?.. y } i ? ? R-131USUL ? //__ S•IITE1 VAPOR BAR[2IER r 2x4 STUOS Q 24 OC 2x4 TREnTEO PLA7E ExiSTiNC ? 4" CoNc sLno z ? tD CJ 1 ? f` tJ `i FINISHE-D BASEMENT WALL SECTION 1/2' _ 1'-0' Ceiliilg heights in basements shall not be less than 7 fee C inches (2156 mrl) clear, except under beams, girders, ducts o: o:ner obstnictions wllere the clear height shall be 6 feet 8 inci:e; (2032 mm). ' (a) All buildin; prior to December 19, 1953 is exempt from this requirement. (b) All buildings bttilt between December 19, 1983 and June 19, 1995 shall have a ceiling height in basements of not less than 6 feet S ' inches (2032 mm) clear ekcept under beams, • girders, ducts or otner obstructions where the clear height shall be 6 feet 4 inches (1930 mm). ~ ~ C ~ GENERAL NOTES USE fULI PLATE TYPICAL ANCHOR BOLT DEtAIL ~/2' Dlr~. ~o' AB 0 6' o.C, ~ppR SHEpmINC FLOOR SHEAIHING ~ ~E oN au wnus s n~ia~ o~ ~ THICKER~ WASHER FOR 1 2' CONTINUOUS CONTINUWS ,URE LAIERAL ~ SEE ALTERNATE BRICK LEDGE DETAII ~ BAND BOARD BAND BOAftO 1, WALLS ARE DESIGNEO FOR Arl EQUIVALENT FLUID PRESSURE LAIERAL I DIA. BOLT 11GHiEN NUT $0 ~ LOADING OF UP 70 60 POUNDS PFR CUBIC FOOT. VG PRESSURE OF I , PROVIDE ADEQUATE SLOPE AWAY . wAS~ER FoR 3/M ( M THAi 3/4 DIA, DIA. BOL? 2. iHE FWNDATION IS DESIGNED FOR A SAfE SOIL BEARING PRESSURE OF FR0~1 FWN~ATION WALL gp~T WASHER iS (SEE CHART~ PER SQUARE FOOT. 1HE MAXI~IUl~ CONCENiRIC VERTICAL 17RIC VERTICAL I (8" IN 10~ MINIMUI~) DRAWN 1/16' FLOOR JOIST LOADINC TO BE APPLIED TO THE TOP OF THE WALL SHALL NOT EXCEED I ~ z ~ 1933 POUNDS PEft UNEAR FOOT. kLL NOT EXCEED 8 DAY I n ~ INiO SILL PUIE ~ I ~ , ~ CROSS-BRiDGING ' 3. CONCREIE USED FOR WALIS SHALL HAVE A MINIMUN 28 DAY ~o ~ ~ COMPRESSIVE STRENGTH Of 3000 P.SI. WALLS IMiICN MAY BE SUBJECTED 2 CLR. P~T~ a 2x SILL PLAIE ~ e~~'~' TO FREEZING AND THANING DURING CONSIRUCTION SHALL CONTAIN 5% IAY BE SUBJECTED I LL CON7AIN 5% , TO 7% ENIRAINEO AIR AND CONTAINS 564 LBS, CEMENT PER CUBIC YARD I NOMINAL 1-1/2" F100R JOIST f PER WBIC YARD I LiJ FRpsT piNiT M aT ANCHOR BOLt AND NON-CHLORIDE ACCELERATORS AS NECESSARY. I N ~ ~ ANCHOR B USED FOR FOOTINGS SHALL HAVE A MINIMUM 28 DAY A 28 DAY ~ I ea.~a,ru~ ~e• u,~asa~ cou rr s/~a• oia Rouc~ a, cor~c~Eh ' MutmiuE 3+' I R TO WALL JOISTS PARALLEL TO WALL COMPRESSIVE SIRENGTH OF 2500 P.5.1. I ~ ~ HOLE IN SURFAI~E JOISTS PERPEND CULA cauuaus az• New a.e~wr ~o• SIIl PLATE 5. ALL REINFORCING STEEL SHALL BE A.S,1.M. GRADE 60, l p~WppE qry 3Y Plq(AWAY CWN'fY 3Y IIII I o (D d' I I N OR BOITS SHAII CONFORM TO A.S.T.IA. A307 AND BE SPACEO AS PI pp.pWAR CoUntt ~e' PICKERIN6TON 3~' A. CONCREIE FLOOR SHEAiNi C ~OpR gIEA7NING 6, ANCH ~4. FOLLOW O.S,H. CONTINUWS ONIO RESIDENTIAI CODE 403.1.6 , 6' ON CENIER, & 12' FROM ALL CORNEI ) BE SPACEO AS PER =:3 0 ' FROM ALL CORNERS. N O.- I 1 WBUN Po~ RECOMMENDATIONS Wb~~ CONTINUOUS 3 IIIIII BAND BOARD NOTE; IF SILL PLATE ~S TO BE (ACQ) ALKALINE COPPER WAIERNARY 1RI =R QUAIERNARY TREATEO N ~ O I AT1NG OR STAINLESS ~ FRAthNN WUNtt 3Z REYNOlDSBURG r FOR $LOPE. BAND BOARD = LUMBER, 1HEN GALVANIZED BOLTS W11H A MIN. C185 RATING OR STAINLES' I GAFIANNA 3Y UNION CflUNTY 3~. (1) I on 3r u~~x ~uNCror+ TYPICAL ANCHOR BOLT DETAIL t+us STfEI MUST BE USED. ~ - ~ Hwuro 3~` ,~s~x~ aa' 7. ALL CONCRETE NI~RK SHALL C01~PLY 1MTH: T a Y - R A L A L L 1HREAD RODS MAY BE SUBSTINTED FLOOR JOIST u) A C I 3 0) " S P E C I F I C A T I O N S F O R STRUCNRAL CONCRETE FOR BUILDINGS' u a a e c c o u n n 3 2' TM i~ C L E A N N A T U F O R A N C H O R B o L t S TE FOR BUILDINGS' ~ -4- ~ I I c o u n r r I I I I S OILS BACKFILL y~~p L A T E S T E D, I T I O N. I O G A N I I , b) A C I 3 1 8J B U ~ I D I N G C O D E R E W I R E ~ I E N T S F O R STRUCIURAL PLNN CaN~ , HOLES ~CIURAL PIAIN CONCRETE', V) C I C ~ H m ;"~S 4 O.C. LAIEST EaPON, I = Sq~ BEAAING WNl. WALL UNBALANCED WALL REINFORGNG INSIDE FACE w'~ ~~TM 4 O.C, 2ETE SUPPLIER TO BE ~ ~ PRESSURE 1NDiH HEK~IT FlLL HEIGHT SILL pLpTE (~tpSS-BRIDGING 8. WALL CONCRE7E SHALL BE ORDERED S. NO~WATER SHALL BERADDE w D IIIIII 0 B'-0" O.C. UMP OF 5 INCHE = igpD pSF e' e'-o' r-o' UNREINFORCE WATERPROOfING OR Q BAICHED AT A MAXIMU~I SL fER SHALL BE ADDEO AT = d' O I IE ACHIEVED BY ADDING ~ I I g_p 8- T, ~l 0 3 O.C. = AS pLA511C SUPPORi ~ 1500 PSF B DAMPPROOfING FtODR JOIST h{E ,IpBSITE. SLUMPS GREATER THAN 5 INCHES MAY BE ACNIEVED BY ADI i ~ p~ tp• 9'- B'-o~ UNREINFORCEU pER LOCAL CODE TO INSl1RE 1-1/2' ANCHOR BOLT FLASHING SUPERPLA511SIZER ON THE JOBSITE. USE OF SUPERPIASTISIZER WiLL INCRI WISIZER NALL INCREASE u~ ~ IIIIII REINFORCJNG FLASHINC ANCHOR BOI.T FLOWABIIJTY OF CONCRETE IN THE fORMWORK, I ~ g'-p' 8'-0' UNREINFORCED ~ ~j Y 15 PSF 2 TERIAL SHALL BE I x Q t50o pg B 10-0 9- p5 0 24 O.C.EW. MAXIMUI~ BRIq( CORBEL !S 1 PER COURSE b~ TO WALL 9• PRIOR TO PLACEMENT Of CONCRETE, ALL FOREICN MATERIAL SHALL BE I ~ a0 p g B-p 7- UNREINfORCED _ .C. IIIIIII JOISTS PERPENOICULAR TO WALL JOISiS PARALLEL REMOVED FRON FORMWORK. ~ 0 2000 PSF B 9-0 8 RT. }8 0 32 0 ~ 8' 3 W e'-0' UNREINFORCED 1. FLOOR JOIST MUST BE IN Pl11CE FOR fWNDAiION iE USE OF A VIBRATOR. I I ~ ooa Ps~ 10' 9'-0' 10 SUPPORT DESIGN LOADS OF 1HE SOIL 10. ALL WALL CONCRETE SHALL BE CONSOLIDAIED BY 1HE USE OF A VIBRA 2 IIIIII ' Q pppp p~ 12' 9'- e'-0 UNREINFORCED 2 FLOOR JOIST T4 BE SIZED BY OTHFRS TO PLACEMENT OF I R NF O R C ED 11. WALLS SNALL BE AUGNED AND SIRAIGHIENED PRIOR i0 PLAGEMENT 0 I ~ 3000 pSf 8' 9'-0' 7'-U' UN FJ _ ~ 84 4, . _ 1-1/2~ Q~AA TO CARRY LOAD OF STRUCiURE. CONCRETE~ AUGNING 1HE FORMWORK AFfER CO N C R ETE PIACEMENT IS ~ m ~ P~ B' 9'_~ ~-0' 4ERT, ~7 I~~~ I (1YpICP1) NTS NOT PER~IISS18LE, E PIACEMENT IS I ~ Q z JOISt ANCHORAGE DETAILS ~ ~ }ppp p5F 10' 9'-D' E~-0' UNR INFORCED (IIIII tEQU1RE THREE ROWS I y~~p p~ ~q• p'-p' E'-0' l1NREINFORCED _ ~ 5 RE6AR TO El(1EN0 12. WALLS FROM 40 fEET TO 60 FEET IN LENCTN WILL REQUIRE THREE ROW R OF 5 REBAR PLACED HORIZONTAl1Y, AN DS ~'AT THEE DSDANCE I HORI20NTAL REINFORGHC BARS ~IAV BE ADDED AS REIXIIf~D TO S1IPPORT - ~ 1.5" REBAR SPACER 4N. THE DEADMAN I HAT THE DISTANCE ? VER11CN. REINFOR(~NC BARS FlRST REBAF TO BE b' 11A%. 4' ABOVE WALL FO x I ~ R CTRICIAN MA 8E PIACED A~N~WML~Y~D iHE E DAOf THE WALL DOES NOT EXCEED F I I I I I I F R O F 1 I N S I D E C O R N E ) C R W N D Y A R E B Y E L E B E T W E E N T H E D E DOES NOT EXCEED MLL NEED TO HAVE THE ~ I ~ a 40 FEET. WALLS GREA 1 E R T H A N 6 0 F E E? I N L E N G T H W I L L N E E D T O H A V 1 x / 3 R O W S OF ~ p 5 REBA R A N D T H E D E A D l A E N P L A C E O I N S I I E- S P E C I F I C L O( a~ 1 1 2' C L E A R I SI1E-SPECIFIC LOCATIONS I ~ O NTS REBAR TIED TO iU ~IEET 1HE L OA D S O F T H E S 1 R U C 1 U R E. W~ I N F O R C I N G I F R E Q U I R E D) R E B A R P L A C E M E N T D E T A I L ~ 5 I N S I D E O F B A S E~ I E N T I N F ( S E E C H A R T F O R R E , - ROM ~ 5 CORNER BAR ( P L A C E 1 1~ 2" C L E A R F ~ 13. BRACING OF PWRED WALLS I S N 0 1 R E Q U I R E D. ~ I ~8 REBAR VERT. I ~ I N S I D E f A C E O F W A L L. ~ 20~ LENGIH r 5 REBAR PU~CED I N F O O T I N G ~5 REBAR HORI Z, 1 4. B A C K F I L L W I T H C L E A N N A i U R A I. S O I L S, I NO DOWELS IN70 f 0 0 T I N C R E Q U I R E D. I IN 41CINITY OF EIECTRIC PANEL eACK Fl L L 2'- 0' O. C, ED FOR 1}iE I J IlI I 1 5. f O U N D A T I O N S S H O W N O N T H I S DRAWING ARE DESIGNET S THE E ~i R AR piAIR TA1ED ON 1HE DRAWING, I EB _ - CONDITI4NS SPECIFICALLY S ETERMI EE THAT TNE SOIL Z a ( : ^ BOttOM OF FOOTING RESPONSIBILITY OF 1HE GENERAL CONTRACTOR TQ DEIERMINE THAT iHE ND BREAKER R THE HOUSE ON TNE FOUNDATION SHOWN. 1H I PR~VIDE 80 M IS ADEWATE i0 SUPPO T WALL dc FLOOR SLAB I II GENERAL CONTRACIOR IS RESPONSIBLE FOR DETERMINING THAT THE T01 IDATION SH01MN. TNE - 3 I N{NG THAT THE TOTAL ~(JD z BETWEEN _ - AND O~FFERENTIAL SETTI.EMENTS Of 1HE fOUNDATIONS ARE WIIHIN 1HE TOlERABLE UMIITS OF THE SiRUCTURE. 1HE GENERAL CONTRACtOR IS ( iS ARE WITHIN 11iE CONTRACTOR IS 0 ~ l,n 8 MIIL POLYEIHYLENE / IIII I TAPE ~ ENCWRAGED 10 OBTAiN THE SERVICES OF A SOILS ENGINEERINC FlRM ' I VAPOR BARRIER. TYPICAL INSIDE ENGINEERING FlRM TO OWN ON 7HIS DRAWING Z0!~ Mv-a I , DETERMINE iHE SUI?ABIUTY OF THE FOUNDATION SHOWN ON 1HIS DRAW P RCING NTS TO SAFELY SUPPORT THE STRUCNRE 4A'M NO DETRIMENTAL EFFECTS ~oiNrs os ov~R~nP e - R 2005 N EC AR 1' CLE 250.50 Nrs IMENTAL EFFECTS TO L ENGINEER FOR GROUNDING ROD DETAII. AS E CORNER REINFO 'ME BUItDINC. CONTP,CT A REqS1ERED PROfESSIONAI. ENGINEER FOR I IIII I ~ " NICIPAU IF WALLS INTERSECT AT AN AN^~.E O1HER THAN 90' fONDIT10MS QiHER 1NAN ih105E SPECIFICALLY ';F'OMM ON THIS N ON THIS ~ O I 5ED Oit IMPLlED, U ~ _ OC) ~ u~ 4(MIN.} FREE DRAtNING (IF REQUIRED BY GOVERNING MU 1~'~ t~ R REIi~FORCiNG AT 'BALL AM~.E ~~4A~;1"7G. NO WARru,YTfES uH ~1JARANIEES, EX~'RESSED Oit IMPLIE , ~ = MAIERIAL. PIACE ON ~ ~ ~J~ ~ E ARE PRESENTED BY THIS DRANING. ~ NATURAL UNDISIURBED IIII ` DO NOl' HEAT REINFORGNG STEEL FOR BENDING ~ ~ FRf'c DRHINiNC ~fATERIAI iii~> , I SOIL WITH FlLTER fABRIC COVER i6. 1HIS DRAWINC HAS BEEN PREPAREO IN ACCORDANCE WI1N 1NE E NATH 1}iE x(n O00 a I • Z~ I I 3 -WATERPROOFlNG OR ii,,, ppIApPR00FING hS ~~~~i~ INFOR~IATION CONTAINEO IN TNE 2008 OHIO RESIDENIIAL CODE IIIII) AS PER R405.t IAAL COOE W 0 ^ Z I I ~ ~ ~l pER LOCAL CODE 3~~~~~~ WATERPROOFlNC OR FOR ONE, TWO, AND THREE FAMILY DWELUNGS, 3 ` i i ' , Oq( RAWL ~ iiiii ~ iiiii~ DAMPPRQOFING AS UZ ~ v I _CTOR TO INSURE iHAT w ~ J r- ~ ~~i~~ PWRED CRAWI. PER IOCAI. CODE 1J, li IS 1HE RESPONSIBIUTY OF THE GfNERAI CONN~TRE%~~OTNIE~~ S I ~ III ~ W~ ~ RADON LEVEIS IN THE COMPLETED HOVSE DO T PROTfCtION AGEI I II 3 i 1AiES ENVIRONMEN AL •XCEED THE LEVELS ~ m cD w I & PROTECTION AGENCY. W~= u U cl: ~ < WALL ESTABUSHED 8Y 1HE UNITED S I N ~ CLEAN NAIURAI i i i i i TiVE DRAINAGE I SOILS BACKFlLL ~ t8. CRADE SET OF NOUSE SHA~I. BE SE1 SUCH 7HAT POSI ,pSITiVE DRAINAGE EXISTS C] O I AL IREMENTS OF iHE MUNIqPAUIY. (III u, < , CLEAN NATUR FpR p~L WALLS AND MfE1S 1HE REW THE MUNIqPAI.ITY. W Z I - ~ iiiii SOILS BACKFlLL ~ - I~ ' PER 8~ " AVEL 8~~~~~ R UENiS $HALL OEFINE 'ME USE OF DAMPROOFING ~ IIIII~ I I MINIMU~I W1D1H 2 WASHED GR E REW~ E ' OF DANPROOFING OR = M I ) IN CRAINL SPACES, (n I ~ BASEMENi ~ ~~~i~ 19. LOCAL COD I SECTION R405.1 F0011NG Q011N iiii BASENEN? u. q~D 6 MIL VISQUEFN iiiii HAiERPRQOFINC ON POURED CONCREIE WAI.LS USED IN CRAYIL SPACES IIIII i M GARAGES, OR 9A'~ERE WAIl IS FlLLED ON BO1H SIDES. S. s 1p1E; CAA~FL N A1 PERII~EIER ~ i ppTING iiii PU1 IN THE SANITARY SEWER ' I - - 8 zB x8 BLOCK pF qZAy~l ~N ~ a~ Nia~ w~~ 20~ NO WAiER FRON ANY SOURCE CAN BE _ ~ , ~II~ I a : SANITARY SEWER SYSTEM I ~ - IIIII~ ~ I i I II~ T,~~ ~.Y C¶~. ~ (OR LARGER) a i~ DURINC CONSTRU ~ N To FoonNc )N OR TYPICAL DRAWING I 21, FAILURE TO COMPIY VNTH ANY DESIGN SPECIfICAT10N 0 Y TwYAPI~CA~L DY A W~u 3~ DIA. fLEXIBLE OR FREE DRAINING MATERbU. ~ ,IEOPARD12ES 1HE STRUCNRAL INTEGRITY AND VOIDS AN S ANY WARRANTY. I $UMp WITH pU~1P 4. ~p.M 4' TO TOP OF CRAWI. iWTING FREE DRAJNING MA7ERIAL RIGID DRAIN PIPE OYER MINIMUM ip TOP OF CRAWL FOOTING 22, FOUNDA710N WALLS SHALL EX1END ABOVE FlNISH CRADE ;tADE m 0 I AL CODE. ' TIC DRAIN T1LE. PLACE W1TH , + 2' OF WASHED GRAVEL PER 5ECT10N 404.1,6 OF THE 2D06 OHIO RESIDEN11AL CODE. I 3 DIA. PL4S _ HOLES ON BOTTOM. CONNECT TO $ELF ~ 23. NAILING INTO CONCRETE WALI. NOT PERMITTED UNDER ANY CIRCUTASTA ER ANY CIRCUMSTANCES. I AY BE USED FOR WINDOW CONTAINED SUMP WITH PUMP OR GRAVITY + FOOTING WIDTH REQUIREMENtS AS F9LLOWS: (NOTE: Hilil fAS1NERS OR TAP CON FASTENERS MAY BE USED FOR W I - NSTRUCTION ; 16" YADTH MIN, DRAIN. UGHT FRAME CO W1DEN FOOTING BY WIDTH OF BLOCK WELLS AND GAS BRACKETS.) ONE STORY BRICK VENEER : 16" 'MDTH MIN. 24. WFIERE 4ANDOWS ARE PROVIDED AS A ME ~SAOF~EGIN~ ~ BOVE 1H "GRESS OR RESCUE, THEY I F INCHES ABOVE THE FLOOR. ~ I ~ MiN. T L BEARING DETAIL TWO STORY BRICK VENEER: 11' W1DTH LIN E SHALL HAYE A SILL HEICHT OF NOT MORE PANSIVE SOILS AS DEFINEO BY ~ R TWO STORIES: SPECIFICALLY DESIGNED K CRAWL OR GARAGE N~ TYPICAL CRAWL SPACF SECTION Nrs I OVE FOR BLOC 25. FOOTINGS ARE NOT DESIGNED FOR AREAS N7TH EXPANSIVE SOILS AS I SECTION 1805.8 OF THE ONIO BUILDING CODE AND SECTION R4DJ.1.8.1 SECTION R403.1.8.1 OF THE ~ I TYPICAL SASEMENT WALL SECTION Nrs 2006 OHIO RESIDENTIAL CODE. ~ ~ A~Ij ~l 28. DRAWINC NOT fOR SEISMIC DESIGN CATECARIES Rl` Ary~p~,p1,~~k ti ltr I CAN~LEVEREO r ~P~,. , ~ SIRUCTURE ' p2 ~ J~J y x Cij : ~ ~ , • LiAM ~ ~%~WIt.LiAM . I WINDOW WELL SEE TYPICAL ANCHOR ~ N W CRA'M.. GARAGE~ OR ~ J y~pn{ ~ (HEIGHT VARIES) BOLT DETAIL LEDGE DEPTH ~ I PORCH WALL ~ VARIES N1TH ~ 2• d ~ . p~~I1J0 7 r ~ GRADE ' ~ : E-554i2 PIZ11N0 ~ ii M , `?l7. 2-~5 REBAR PLACED ~ ~ , E-55472 ' • ~ t, . I Ip SIDE BY SIDE a ~ 3 (2',RAVEL ~ , • ~ ~ y4', 9F G~~' I AT CI'IANGE IN ; iiiii ~a-~ X Yi ~~~C'2~$'[EQ`,: ~ lot e3sYEa~~C~~~ TIM ELEVATIO CLEAN NATURAL Z i~ q.EpN NANRAL "3~6 •'S F00 G ~ SOILS BACKFlII F iii~ 501LS BACKFlLL ~ A~ ~ s' I F ~ a ~6 REBAR A1 ANCHOR ~ 12" ~IIN. p 3' PERFORATED y 3" PERFORAIED BOLT LOCAiIONS LENC'M N 3 ' ~ n, ~~s k w o a I TIN~ ~CRETE z PIPE FlLLED WI1H ` '~1 ~5 AAR, 6' LONG F~ BASEMENT PIPE FILLED WI1H VARIES w/LEDGE DEPTH. m / ~ FREE DRAINING ~ iiii~ FREE DRAINING (B'$10' WALLS) rt RANDOMLY PLACED WALL ~ I lAATERIAL o MATERIAL o~. 'MLLIAh~ J. IZZINO R IS D.E. N0. E-55478 ~t DATE I 02006 ~ w 1 FREE DRNNING ~ ~ iiii = N IS ~OR THE E C SI : E C(~ SI VE U SE gHEPHERD I o,,,, ~ 3 OVETAIL SLOT TH I S D R ~AATERIAL TO TOP p OF FOOTINC a ~RA~ a•.~ a;;;; REWIRED ON C ~ HERD EXCAVA N, IN~ fA N I N C. E`CIN~G ~ iiii ~f I LEDGES 24' DEEP iii~ + AND CREATER UNAUINORIZED USE OF TNIS DRAWING CANSTINTES COPIRIGN INFR 5 COPYRIGHt INFRINGEMENT pAJ~ PROJ. N0. I 4 AND THEFT OF PROPRIETARY PROPERIY AND NEGATES ANY WARRANT I WOULD OTHERWISE BE GIUEN BY SNEPHERD EXCAVAiING. USE NOT Al >TES ANY WARRANTY THAT g_21_2006 I (A71NG. IJSE NOT AUTHORIZED g'(,~~EP~ RQ~, X VATING WILL BE ENJOINED ANO MONETARY DAMTM I r iH~ DER OF THIS DRAWINC ACREES TO ABIDE 8Y 1 MONETARY DAMAGES DRAWING N0. =S TO ABIDE BY THE TERMS I , RECOVERE~. i~ a RNATE BRICK . OF ANY CONFIDENIIALITY AGREEMENT AND AGREES N01 TO REPRODU~ i NOT TO REPRODUCE OR O~ - O R C ON, FIRM ,QR ~ORPORATION I I REINFORCING AT FOQTING ALTE o~saos~ ~r oR ANr o~ ~r~ ~MS Ta aNr PERSON, ~~RM ,Q~, ~ - N7S DRAIN DETAIL Nrs LEDGE DETAIL NTS YV11}{p~T h{g pRIOR WRITTEN AUTHORIZATION OF AN OFFtCER OF 5HE AN OFFtCEFt OF SHEPHERD AT WINDOW OPENINGS NTS STEP UP CANTILEVER DRAIN DETAIL Nrs WINDOW WELL I EXTRA REINFORCING Ezcavn~nNG EXCEPT AS MAY BE REQUIRED BY APPUCABLE LAW. PPLICABLE IAW. I PLACE REINFORCING 1-1/2' CLEAR FROM INSIDE FACE OF WALL • ,:~i, 1:r;;'tl~l'~~~ 9,,•r• ~ ~t d~,~~_, ~ ~i,~ Y ' e . ~ r . ` . . J~ o?J A'f~ l,(.~ , Z~ ~ Am L(..o.. .~(L "r~~. ~ i~ ~ ~CST ~oT LoT 3~0 ?~~r -~.~s5'y ~£R 0~1 - *s1y :~.,:m SCHEDULE 40 AD]USTABLE ~ • ~ PIPE COLUMN • SEE PLANS FOR REQUIRED DIAMETER {I.D.) VJ ~ ~ ~ ~ C CONCRETE SLAB ~ r'I ~ ~ O 55-8" - PER PLANS ~ ~ O N N U 15' 4° I N i ~ ~ ~ ~ I~ N ~ 7~_4~~ 4'-10" 1~'-8" 11'-0~~ 3'-0" 12'-0" 4 -1~ ~ ~ 3~_8~~ 3~_8~~ 6~_4~~ 6~_4~~ 4'-4~~ ~ ~ l~ ~ 'a'~ 6 -0 6 -0 5'-101/2" ~'-il" 6'-61/2° I ' ~ " I ~ : .0 l0 l0 ~ . kY~ ~ L I~ I~ ~ ~ i o i ~ ~ ~ ~ ~ ,C ~ i ~ i d' ~ u ~ ~ ~ , , I C r--i ~ ~ ~ RETAINING WALL io i , ~ BY OTHERS I ~o ~ ~ , o, A ~ ~ ~ ~ ~ ~ o ~ A09 ' ° ' D SIZE AND ~ ~ ~ U ~ ~ PA IL REINFORCING ~ ~U ~ ~ ~ ~sy xio ; ~ ; 2947 (2) . PER PLAN ~ ~ ~ .r i` i i i ~ ~ ~ ' i i . , ~ ~ d ~ . a ~ . ~ ~ ~ ~ . `?y1~ ~ ~ `'L' ~ ` A> ~'1 ' i o ~ ~ ~ `~~p,~~ o[n ~ '~~~J° ; ° i ~ ALTERNATE ~ i~ ~ ~ j U ~ ~ ~ I ~ H ~ I e I ~ d' ~,~j n Q ~ I~ I i i~ / I Q F^~ I~ < I CDLUMIU DFTAIL ~ ~ i N 0 ~ i r i ~D ~ p F- : ~~a I ~ J Q j D ~ ~ a' ~ BEAM i SCALE: 3/4" = 1'-0" ~ U z N ~ , - - i ~ - , POGKET-i1 ~ i (2) ~X10 m ' (3) 2X10 ~ i i° i 2947~?)- ~ ~ wsxis " " " " " " Q . N A2,1 ~ ~ ~ ~ ' "_""""5.'~"""""_'~"~ I ~ _I__I_'_'_________'__._'___'__ _ ________"'L d ~ ~ , ~ e ~ ~ r ° 'I"i_-"_-"--"'-"-'-_-"'- ' D ° ~ ° I I ~ ~ I o NOTE: ALL PIPE COLUMNS INSTALLED PER THE ABOUE iv DETAIL SHALL BE CONSIDERED AS A FIXED COLUMN ' ~ " " " " " I ~ I ~ I I ' ~ - r' _ FOR LOADING PURPOSES, IN AREAS WHERE THE - 3"DIAMETERNON-AD]USTABLE ~ ~ , d ~-r $AFETYGLAZIN i ~ ~ I D v ~ ~ ~ i i STEELPIPECOLUMNON ~ ~ ADJUSTABLE SCREW CANNOT BE ENCASED PER THE o'~ , i ~ DETAIL ABOVE, IT IS THE BUILDERS RESPONSIBIL[TY I d. ° I ~ G. ~ ~ o, v . d p~ . a i ~ i 36"x36"X12" POURED CONCRETE ~ ; i ' TO VERIFY THAT THE COLUMNS INSTALLED ARE i , ' COLUMN PAD INITH (3) #5 ' ~ ' ~ ~ i REBAR EACH WAY i° i i r i i'' i N RATED FOR THE LOADS LISTED ON THESE PLANS. ~ i ~ I - ~ a ~ ~ V I ~ a ~ ~ i ` r--- ~ i I o ~ ~n ~ P ' i I " ~ ~ ; ; BASEMENT ° ~ , < f ~ n I° t~ i i ~ ~ i i< i--- J~~i , i Q~ ro 1° i ~ ~ i~ 9'-0" POURED CONCRETE o~ ~ • i i I I ~ W ~ I LL1Na i U~ M i i ~ i~ FOUNDATION INALLS. 4" ~ 3" DIAMETER NON-A¢)USTABLE ~ 0 ~ ~ ~ i i > _ POURED CONCRETE 5L48 H F ' i0 ' i O ^ ~ N,N ~ Q ~ STEEL P1PE COLUMN ON KITCHEN ISLAND , o~ ~ U N i i ~ i~ OVER 6 MIL VAPOR E- U} 42"X42"X12" POURED,CONCRETE ABOVE ~ ~ ~ ~ __L I~O ~JJ~ ~ _ ~ ' - - T i ~ ~~tJ ~Q ~ ~ ro' Q _ - °-=1- - - - -6 - - - ~ rn ~m BARRIER ON GRAVEL BASE, ~ - ' ' ~ x n i i ~ i ~ N~ COLUMN PAD ~MITH (4) #5 - ~ Q i i d N v, i rn i,; ~ ~ REBAR,EACH WAY- `0 F- u1 i i ' ^ " " - ~ N I n ~ ~N„ pON • " m - N~ ~ Q ' IV v I I ~ ~ ~ i ~ i ~ 3" DIAMETER NON-ADJUSTABLE ~ ~ ~i i i zo? <i STEEL PIPE COWMN ON ~ ~ i I I W ~ ~ ~ ~ ~ 33m~ < ~ ~ ~ ~ ~ ' i i ~ 3" DIAMETER NON-AD]USTABLE p ~ i ' ' S ~ STEEL PIPE COLUMN ON ~ 48"X48"X12" POIJRED CONCRETE, ~ i i i ~ ~ COLUMN PAD WITH (4) #5 I ~ ~ I - ~ ~ ' 48"X48"X12" POURED CONCRETE O SOLID BLOCKING i, II LOCKING i ~ ~ ~ ~ 3EARING i` j ~ a` v° ~ I L au er ac ~ N ~ TH 4#5 R E B A R E A C H W A Y ~y UNDER BEARING ~ ~o i c i 3~1 i COLUMN PAD 1NI O i ~ i ~ i ~ WALL ABOVE 700 PLF " i~ i i REBAR EACH WAY 10~_Q~ 11'•2" i° r----------- ~ 30VE 700 PLF ; ~ 4'- 4" ~ i i 14~_z~~ i 13'-4° i`, . i i ' i ` I N _ • i ° ~ - i ~ 3 i 1 " r r-------------------- D ~ I .7. . ...e: y_ ~.C~? ~ ~ ~ , d . ~ a - - - o ' G e o ` ~ J ~ > i . ~ a ~ ° i BEAM ~ ' ~ ~ BEARING ~ ~ , . , , ~ . . .a~ ~ ~ PDCKET BEARING i i 3.9 . , I, ' , ~ ~ ~ . e ~ . ~ us om ~ , o _ ALLAB VE ; ~ 6 WALLABOVE'~ ; ~ ~ n ~ _ ~ ° ~ W ° ~ ~ ~ W8X18 (CONTINUO - - -r ~ ' _ _ " ' ' , 'J""""_"""__ 'L""' " ~'J"'"-'- ' --r--'-- ' - 1' ' - """""L I - " i i , i ' L - y - L-'.."""r"' " I ~ I ~ ~ I ~ I ~ ~ n-Fx"""'~ ' ' ' i a~ - " " ' . r -1--------------- - -r - " i i " 1 T' ~ - i l-- - r----- r r ~ ~ , p, I I~ ~I ~ i BEAM i i p i i ' i i~ ~ i ~ a ° I c : i~ i i DOUBL LOORJOIST i ii i i POCKET i` i , ~ ~ I I ~ . `i ~ I ° I ' I I , . I I G I i HOLD FQUNDATION ~ I I~ ome s ~ DOWN PER FIELD i I ( i ~ ~ ~ . I e I J I U I I W I I ~ o~ J I Q (.1 J I. I ~ CONDITIONS--T~ I ~ i I I • " I _ NI I z i I I i il li ~ ' I I u ~ ° O~ N~ ~ ~ J ~ I° 1 I O ~ ~ i„a ~ .i d ~..y rl 01 I 7 N _ I 1f~ ~ n~_ ~ ~ ~ nll ~ ~ ~ I I ~ il li ~ ; ; , , ; 8779 Glassfor Ct, , ' N 0'~ ~ M ~ ~ J a ~ I I Q~ N I I ~ N~ i°' N~'~ - LE J N Qii mj ~ ~ 9 i ~ F-3" DIAMETER NON ADJUSTAB _ i i v~ ~ ~ Q N N OPEN ~ B~6- i,1 V1 3" DIAMEITER NDN- i~~ i J STEEL PIPE COLUM 0 ~ FLOOR ~ i,~ ~ Dublin, Ohio 43017 i i ~ ' ADJUSTA~LE STEEL PIPE > i~ i 36"X3fi"X12" POURED CONCRETE ~ ~f5 ~ 0 mii DRAIN ~ ~ ~ ~ ;i i~ - ~ i i COLUMN PAD WITH (3} #5 i m ~ i i COLUMN QN 48"X48"X12" i i,, i ~ ~ ' REBAR EACH WAY ~ , 0 ~ i i POURED CONCRETE i i i ° 614-873-3940 ~ i~ - - ~ i i i M o~ i~ i i m i 0 ~ i i WATER COLUMN WAD 1MTH (4) #5 ~ ~ i° i i ~ EATER REBAR EA~CH WAY i~ i i i~ I~ ~o 0 i i i i i~ ~i ~ N ! ~ ~ W8X18 ~ ~ Z 5 ~ H ~ , ~ ~ . W N ~ ~ ~ ~ i i ~ ~ ~I I~ i ~i c----c--~?T--1--- Y ~ ~ i i ~ BEAM i ~ i T--- , ~U ~ i i i K~ ~i POC ~ ~ii ; ; ~ Crowson Residence i i BEARING i , i ii , ~ i i i _ ~ ~ e WALLABOVE ~ ' ~ i i W$X21 ~ ' ~WSXZI i ° i ~ ~ ~ BEAM i i , __r ' --r i _ , i ' ' - - - - . . 1 ~ r------ r~v o i i POCKET ' I - -T- - - ~ . -=-----='-=i ------i ' ~ ' Lot 86, Tartan West ~ ~ ~ ~ r, D n -l."" ~ I I ~ ~ ' 14'-0" ~ ~ i i BEARI i ' ~ s~ ~ i~~ ~ ~ i >ii U i, i ' 'I I' i i i WALL AB E i ~ 15'-5" ~ , lA ' i'_ i i n ~ -q°, _ 14'-9 - • i , i i i 14'-2 • i i ~ 0 N ip i i ; ; , , ; Dublin, Ohio i i V i i i~ ~n JO~ I i i 0 ~ UNEXCAVATED I; i ~ i ~ . R A I L I N G w w ~n 0 ' i ~ U ~ i i a i ~ i i i ~ l l l U ~ #Q = i i Q N i i Q i i i 4" POURED CONCRETE SIAB W/ i I I i RTA Job Number ' 6"x6"x#10 WELDED WIRE MESH i I I i ' i ; ~ p 0 m ~ 3 i i - ~ v'----------- ° i : < ~ I~^= H U.m.2 Ji ~ j ~ 4. pa ~a _ ~ i OVER 6 MIL VAPOR BARRIER ~ I I' I 1 M ' OC ~ J N Z U , - i> = F. Q > i i i i f ~ i i_ N p ~ FCflQ JUf5T5 N~ i w- ^ ~ i i Q ~ ~ N ga~HO~~o~ ~ ~ ~ HI ~ i° i ~ .~-~OQ Nii a~ N"Q ~~~N ~l~- \i i F~-~VI i 9 i ~ ~ o ~ ~ ; ° ; °1L o~lz ~om~ ~ REVISION ~ ~ ~ o i i 4~ii niiaa]a~ .~O J~i i N i~ i ~ ~ ~ Date , e~ a i X~ I II ~IIZJ Z ~ MI I 0/.~~.0/ t-II I I ; ~ _ _ _ N _ _ _ - Preliminary 021507 ~ Nrn i ~ii Dii Ww_ g ~ "i i i~<' i I I ~ JI I N] I I ~ NN ~ ~ ~ LLI I~~,~iJ ~ I I Q I~ I ~ , - ~ -=-i ~ i wi i f x0 ~ ~ i 0 i o i ro ~ ~i ~mii~ i~~ i i ~ i i ~ ~ ~ ° ~ m O Bidding 000000 ~ ~ ~ - ~ Q ~ ° ~ I I ~ 1 I M ~ ~ I . I N ~ ~ ~I I~ X ~ ~ 1° I ; i i ; Constructian 03D507 ~ I I ~I I M I I ~ 1 1 i ~ 01 I I'' i I Q ~ I +"""""_i}'_"' ~i i~ i SUMP i i ~ 4 ~ o a P _ ° v , < < ~ ~ ~ ;i i; ~ ° ~ d ~ P ` ~ 4 v a . P - d ~ ' ' ' 1 I p I l'_'"""""_"""_" ' " ' p r ~ a r-~ : r""""""' ' ~ I I ° ` I ~ I ~ ~ Date ~ C: ~ ~ p ~ - ~ ~ ~ I o e p . Q ` P ~ Q ` ~ ~ ~ ~ IJNEXCAV, o ' h ' ~ o ~ - ~ - ~ : , o , , < , ~ ~ ~ ~ ' ' Revision O I , I I I M 1 , I I r"': p - ~ ~ l~l ` ~~1 I ~ ~ HOLD FOUNDATION ~ I I; M 4 R2V. Per CODBS ~52- ~ DOWN PER FIELD i ~ ~ i M r~ ~ e p j i i ~ ~ ' i i I) ~I . c a. 9 I I a°~' I ~ I I CONDITIONS i~,' I; ~ Rev, per DL 071807 ' ~ ~ < I I i _ I ~ I ~ I I I I Upper Floor Revis. 072307 I I ~ I ~ I ~ ~i , A ~ ~ ~ ~i , _ _ ~ A09 ~ ~ ~ ~ ; ~ ~ ~ ; - , , : O 7 l ~ ch { k u ~e' ~ ~ ~ ; . I ry 1. 1 ; y D I . , .s_',.t...~ . . ~ ~ ~ ~ o p . 4 v°~ _ a• v • 4 r a° v • a a` o ' a ' This Drawing And This Design Are The Copyrighted a I - ~ ~ PropertyOfRi~hardTaylorArchitectsAndMayNotBe Reproduced, Altered, Or Otherwise Used In Any Manner Without The Wrilten Consent Of Richard Taylor Architects 4,_8„ This Drawin Be Submitted For Permits 15'-0" 22'-4" 22~-4° rchitect's Seal Below 4'-0" ~ ~f10 - 6'-D~~ 2~_8~~ 15'-4" ~~"4~~ 4~~ ; 3'-0" 14'-8 B~, 55'-8" = ~ ~ ~ ~ N~~ r~, ~,G O~ J A 71~-~~~ ~ U ~~t~q ~~~g ~AL°~.~~ ~ ~ yJ~ ~ . a TION PLA1 U ~~~~r~~ ~.~.~..~-~-`'`t~y. = 1'-p" AP~ROVEb PLANS MUSl' BE ON SCALE: 1 4" = 1'-Q" / ~ INDICATES SMOKE DETECTORLOCATION ECTOR LOCATION SITE FOR ALL INSPECTIONS, _ x . - 3;`:, FOUNDATION PLAN TRUSS SUPPLIER AND ENGINEERED LUMBER SUPPLIER TO PROVIDE STRUCTURAL DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR DELIVERY OF STRUCTURAL COMPONENTS A21 ~5'. ~s" ~ vJ ~ ~ ~ ~ ~ ~ U M ~ r~ ~ ~ ~ ~ ~U ~l ~ 0 u ~ ~ ~ ~ i i i i U O t i > i i < i i o i ~ ~t ~t u i , i ~ ~ ~ ~ A ~ A09 ~ ° ~ ~ ~ N X j, k~, ~ ~ v ~ N ~a~ ~ ~ ~ ~ ~ N ~ ~ I G I I I ~ 3 I o I I I ~ I I ~ ~ 3 I ` I I ~ I ~ s 3 I , I I I ~ I C I ~ ~ ~ ~ _ I ~ s 9,~ i T_. ~ o ~ ~ ^ i I ~ z , i i ~ i i D m I I ~ I i r _'_r"_"__"'____"__'___'__'__"'_"'_"_" . p D ~ ~ e O. p° Q° o I " ~ ~ I I ° I ~ C ~ _~.-~.-s-s ~.-s-a- I ~ ~ SAFElY GLAZING ' ' ~ ~ 6 i i i D ~ p I p . a ° I ~ ~ ~ - ~ D, Q, p. Q D . . ~ Ji e ~ ° ~ ~ ~ ~ ' ~ ' 29'-il" 11'-4 318" , , o` ~ ~ ~ ~ I i c ~ i i ~ i i ~ a ~ C i~~~~~~~_~~~~~ e I ~ ° I i a D ~ ~ D I ~ ~ ~ ~ i i i f. I ~ h--------+ i ~ i i ~ ~ i i ~ ' ' ~ EXERCISE ROOM ' ~ ~ i i J i i ~ ~ ~ ~ a" ~ U p ' ' W a O ; ; ~ ° ~ ~ ~ ~ ~ ~ ; '~u ; - U Q -----J'- ~ N ~ I I I N I I N~ ~ 3 N, , ~ ~ ~o ~ I I ~ W I I ~ ~ GUESTBEDROOM , ; 0 i i l~i i p i':i ~ ~ FAMILY ROOM ~ W' ; ~ ~ ~ ~ ~ ~ • ~ " ~ ~ wi i i ' i i i z i~= i ~ ~ ~ ~ , , ~ ~ i i 3 i. i ~ ~ i i ~ ~ ~ ~ , i. i i r--------' p ~ I ~ ~ ~ i i 2'-B" p~ I ~ ° a ° f/ I ~ ° ~ I i ~ h' i ,I ~ ~ Lau er ac~ ~ I N a I i v p ~ ~ : ~SD I ~ I . ~ ~ ' S CM ~ r E 1-I-~ , ~ i j 4 I I i N ~ I pj I N d ° ~ I ' • i i i ~ i ~ i ° a ~ n E---------------------------------------------~ i p G ~ ° a ° ~ I d D a d o~ v C , . I e > c i i i i i i ~ ~ i i V ~'----'-----t, „ I . . - _ - ° ~ ~ us om G I '---""'~""~""'-""'--""L""--"-"L'-"""""--'-""-"'-"L--" T~R~ I I ~ ' _~L~_- _ ---------------------------------~-----0- r--------- ~ ~ ~ ---------------------------------~-----------r---------- ---r---- ~ ~ ~ I ~ ~ I I i i I p I ~ ~ I I I I / i ~ I , - ~ c I I I I ~1~~ ~p I ~ ; I I ~ ~ I I . J~." ~ I ~ I N i ~ I a \ ~ p I I ~ I i p ~ FURN, ~ ' ' i . Homes ~i i~ ~ ~ i ~ ~ i i i ~ ~~1 i i ~ ~ ~ '-2 1 2" 7'-5" '-4 1 2' I 6' 1 2'-8 1/2" - - - - - -S-1n - - - ~ , i 8779 Glassford Ct, S. ~i i~ i 13 0 5 / i ~ ~ ~ i ' _ q I i j - ~ i i i i i~, i Dublin, Ohio 43017 ~ ~ , ~ ~ ` T 'ro I~~1s lt~f~ ; o ; , ~~N ~ ~ ~ ii ~ ~FLOORDRAIN i ~ i ~ 4 - - I ° I . ; ~ 614-873-3940 i ~ ~ W.H. ~ o i i ~ i i i a ~ i UNEXCAVATED ~ ~ ~ ----------------------------------T--- 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 v 7 i I I ~~~~~~~"~""~_~~i~_""'~~'~~~'~'~'~~"~~~~~~"~~"'~~~f I ~ i ---r'---'_"--"--"'_"-"----------~'----~-----i------- ~ ~ ~ ; Crowson Residence ----'--"----------------------L I , i ~ ---~---------------------------------i --'--------i I ~ ~ I ~ I' I ~ ~ ~ ~ Lot 86, Tartan West I ~ ~ ~ ~ I S I i~ l7 L ~ ~ ~ i° i i, ~i i Z i ~ e i I C. J I ~ I ~ ~ ~ ~ Dublin, Ohio . I ~ ~ ~ ~ b ~ I b I i~ Ii ~ I ~ I . ; Q STORAGE ' ' ~ ~ ; ~ , ; RTA Job Number ~ ~ ~ I ~ ~ . a ~ Q 4 . I ~ ~ ~ ~ ~ ~ a N i '4 i i ~ i - ~t~ i i p ~ I a ~ _ ~ ' - ' BDLH0106 o ~ I ~ I I I ~ ~ I ~ I ~ i ~ fl - ° ~ ~ • ~ ~ Date ~ ~ I I ~ I i I , ~ ~ - Ol I O I o I ' - ~ - ' _ ' _ I I - ' ~ I M I ~ I Preliminary 021507 ~ I ~ I I ~ ° ~ [D Oa Bidding 000000 _ m O ~ ~ I I I C I ° I Q ~ ,a ° ~ ~ ~ ~ Construction 030507 i i ~ _ ~ SUMP ~ . . . ~i i~ ~ , i . r . ~ > • ~ . ~ a e a a ~ v Q P~ . o Q ~ v ~ 4 v~ o a a e v p 4 7~ , o Q ~ v Q v = ° I I I o . o I ~ ~ . . o ~ c , i1 ~i i~ ` ` ~ ~ - ~ D i r-• i~ r"'_"_""""~ r-~ ' v I G I I ~ I I < I I a I I I I I~ I I I ~ a ° P ° 4 G s_ . d Q i 4 ~ c~ P pa~, I ~i i~ o UNEXCAVATED a - i ~ ~ ~ ~ ~ ~ ° ~ ~ p ~ ~ ~ ~ ~ ~ Revision Date ; i i ; - - - ' ~ ' i r a t i , ~ ~ 4_ e ~ ~I ~ I ; i i; Rev. Per CODBS 052307 - a ° ' ~ ° ~ ~ ~ ~ i ~ i ii i ' ^ i ' i i a i ~i i~ ~ ~ ~ i i ~ ~ i ~ i ; i i; Rev, per DL 071807 . i i ~ i i~ Upper Floor Revis. 072307 i ~ i q ~ ~ ~i i~ i o I INSULATE TO R-19 I ~ i~ ~i i~ ti - A09 ~ ~ ~ 2 X 8 STUDS AT 16" O,C. ' R-10 RIGID INSULATION ~ p, i ~ ~ 7 i i 2XSTREATEDSILLPLATE ~ ~ ~ ~ . _ . , ~ ~ ~ . . . I Q v a` P 4 L' ~ C° f r' 4 ' TOP OF SLAB ' < < . , } I - c a p r . 4 ~ ~ . ~ ~ ~ p . 4 t' ~ a _ a ~ F I , . . . . . . . ~ LOWER LEVEL ~ ~ - - - - - - - ' This Drawing And This Design Are The Copyrighted ~ Property Of Richard Taylor Architects And May Not Be , , Reproduced, Altered, Or Otherwise Used In Any Pianner Without The Written Consent Of Richard Taylor Architects - 24" i This Drawing Is Not To Be Submitted For Permlks I ' SLOPE GRADE AWAY FROM ' BA SEMF~V T PLA 1 V Without The Architect's Seal Below o~ FOUNDATION 6" IN THE FIRST 1D' ~ n I n { ) ~ _ ~ SCALE: 1/4 - 1 0 o~~ ~ , ~CM INDICATES SMOKE AND CARBON MONOXIDE DI BON MONOXIDE DETECTOR LOCATION ~ RICH~~D ' ' 1/2" DIAMETER ANCHOR ~ INDICATES SMOKE DETECTOR LOCRTION LOCRTION TAYL4R, , t~ ~ , BOLTS AT 6'-0" O.C. EMBEDDED 7" G~ 8889 ~~t.` d~ ~ ` , 8" POURED CONCRETE WALL ~ ~'~~~f . i~ ~Y . ~i, ~ J V y j t.~ y _ y S FINISHED BASEMENT 4.'• PLAN ' DETAIL 'I fl SCALE: 3/4II I II = 1-0 A201 ~ : _ ~ ~ ~ ~ ~ ~ ~ O ~ ~ ~ ~ ~ M ~ ~ ~ 71'-p" ~ ~ I 3'-0" 12'-0" 4'-1D" 7'-4" 4'-10" 12'-B" 11'-0" 15'-4° L~ ~ ~ lD lfl ~ ` . I 6~ fl~~ 6~ 0~~ 3~ 3, 6,_4„ 6~_4~~ 5~_~~~ 6~_~~~ 6'-0" 7'-4" 8'-0" ~ ~ .C ~ ~ ~ ~ L ~ d' d' U ~ ~ ~ A A09 ~ ~ ~ N X ~ ~ ~ ~ U ~ ~ 2965 (2) ~ ~ ~ ~ ~ L ~ ~ ~ ~ ~ ~ ~ ti ' o ~ ~ o ~b~ ~ ti a i ~ ~ 2 ~ 0 ~ ~ ~ ~ 2X8 FULL HEIGHT N WALL (TYPICAL OF 5) 2941 (2) z~65 (z) ~ Z N ~ ~ ~ 3b" X 36" ~ ~o ~ EGRESS , o ---r- LANDING ~ o ~ 1D'-0 1/2" ~ 36" PREFABRICATED ' o o ~ 6' 0° ~ WOODBURNING p~W_ N FIREPLACE _ _ - _ - Q ~ I I ~ SAFETY GLAZING GR AT ROOM i 'ING OP N TO ABOVE ~ KITCHE'N i0 N I M - - - - - ~ M ~ ~ N ~ \ N ~ ~ i ~ ~ iv I ~ ~ ~ _ i o+ I 3'-6" o o ~ ~ ~ , ° Z~ m O O ~ v o ~ N ~ ~ vo ~ Q ~ I v ~ GUEST BEDROOM J ~ ~ ~ ~ BREAKFAST Q - - ~ - - ~ ~ ~ ~ "i i ' N__-'J___' p , ~ a _ m - 23'-6 1/2" o+ 1 1 2" 17 8 , N 30/ ~ N I N ~ I ~ N i ,a o~ ~ ~ n _ li~'~~~ 11~'8n 2 -0 15' 8" ~ N I ;-i ' ~ ~ II ~ N ~ ~ ~ i I I ~ . ~p ~ - i i ~ ~ N ~ ~ 36" 36" ~ M REVI5ION ~ ii MIN MUM Lau er ac 07,23,07 ~ ~ LAN ]NG 2'-fi" ro ' II i i 3'-0" ~ ip ~CM oo REF, ~ ~ I ~ i i ZXfi WALL - '-6° z~-6,~ M i v I ~ ~ ~ J ~ 3'-5" ~ ° ustom J i'_'__ I I J CLOSET o , „ , „ , LAUNDR , Q o N 3 3 3-4 ~ J ~ 3_ ~ _ ~o ~ ~ ~ ~ k in i PANTRY ' ~ N ;o ' N i ~ ~ ~ I I d. i i N i ~ ~ Homes J ~ iV ~ ' i r - - i i I ATTIC I ~ d ~ ~ C iv DN ~ ~ ~t ~ ~ i ~ ~ GUEST BATH ~ a 15R N ~ ~ ~ACCES~ ~ ~ N o ~ ~ i~ z~-s,~ ~ i zz x soi ; " 8779 Glassford Ct, S, t0 5'-0" 3'-4" i~ ° o 0 , ~ L _ - J I ~ 8'-4" 5'-D 1/ 4'-1" 7'-4" ~ 3'-4" I 6~-7~ 3'-7" ~~-8° F- _ ~ , ' N - ~ Dublin, Ohio 43017 ie~-io i,z° ~ o 3 N ~ ~ ~ ~ W 0 0 5 u~ I I: o ~ , N ' N ' ° 614-873-3940 , = oa ~ ~ ~ 2'-6" ~ i~i ~ ~ ~ ~ ~ 1 2 BATH ~ ~ N ~ ` ~ ~ ; ~ " ~ L ET ~ ~ ~ W ~ ~ ~ 3-CAR GARAGE ~ ~ o Z ~ II u ~ ~ N 2'-B" J ~ - 0 ALL WALLS AND CEILINGS, COMMON x Crowson Residence N o ~ OPEN TO - - - - ~ ~ ABOVE - - - ~ TO DWELLING AREAS TO BE COVERED WITH ONE LAYER 5J8" TYRE "X" j.~~~ 0~, Tartan West 2X61NALL ~ FIRECODE DRYWALL. ALL;DOORS 13'-8" 11'-8 1/2" 14~'8 i12~~ 4~"B~~ Z~'1 ( BETWEEN GARAGE AND DNfELLING ~ N ' ~ 1 I I io W ~ ~ ~ AREAS TO BE 20-MINUTE R2ATED OR DU ~II1~ O~IO a~ ~ N . ~~0 I I ~ N D; ' o J M ! N 1 3/8" SOLID CORE ~ STUDY i i u' N ~ M N ~ RTA Job Number ~ ~ I I 2'-8„ ~ ~ : - o -----------------II o ~ N ~ N II ~ , `--------------2XbVdALL ' ~ gn~HOio~ 0 ~ ~ DINING ROOM ~ N i o ~ ~ aN ~ ~ N ~ ~ ~o o ~ i i I I ~ ~ N Date NN ~ ~ ~ ENTRY ~ ~ ii i - ~ , ~ - ~ i i . , ;v , RAILING 2X6 WALL ' ° Preliminary 021507 m ~ Bidding 000000 , m~ ~ Q a , - I Construction 030507 ~_6~~ N ~ ~ . 2914 2 ; ~ ~ ~ ~ o i o 0 2965 ~z~ VOID PO CH ~ VOID ~ o ~ o " ~ ° a . Revision Date 2914 2 a in o0 ~ i - - - - - ;.i 2965 (2) I 0 ~ ; ~ ~ ~ Rev. Per CODBS 052307 . . - - - - - - - ; o Rev, per DL 071807 i ; X Upper Floor Revis, 072307 ~ ~ ~ A 0 ~ ~ ~ ' A09 . 2Xb INALL ~ ° ~.i N This Drawing And This Design Are The Copyrighted 14 ' 14 Property Of Richard Taylor Architects And ~day Not Be ~965 (3) Reproduced, Altered, Or Otherwise Used In Any Manner 2'-8" 3'-0" 3'-0" 2'-8" z965 (3; Without The Written Consent Of Ri~hard Taylor Ar~hitects ~I 7'-2" 7'-6" S-8" 5'-8" 7'-6 iJ2" 7'--51J2" 11'-2" 11'-~" This Drawing Is Not To Be Submitted For Permitr 3'-0" 14'-$" 11'-4" 15'-D" 22'-4" 22'-4" 4'_8" Without The Architect's Seal Below 71'-0" ~34 ~ I ~ ~D FLOOR PLAN ~ ~'r"~4~° II 1 II 7~~'~'LCR, JR. SCALE: 1/4 = 1-0 = 1i_oi~ ( } , ~CM INDICATES SMOKE AND CARBON M( E AND CARBON MONOXIDE DETECTOR LOCATION ~&~9 ~t,~~" ! r~ INDICATES SMOKE DETECTOR LOCATII )ETECTOR LOCATION ~~d=' 'x~y' ii.., ~.,r~~ ..~~~~,..~~~j1 . y`' 1^ 7. ~n S t -r~ d R _ S a . ,"iS ~ GROUND FLOOR PLAN A3 N. ~ y.~ a, ,o ~ _ 8d NAILS 1" O.C. , i IN PANEL FIE D ° ~ ' ~ ~ ' 0 0 ~ ~ ~11 N f~ f~ Q1 ~ ~o~ ~ ~ ~ ~ ~ Q @1w o ~ ~ ~ O ~ ~ U N Z ~ I / 1 a ~ ~ ~40% ~ ~ ~ ~ ~ z U~ ° ~ ~ O ~D ~D ~ ~ ~ ~ ~ . . ~ 8 N LS @ b" O,C, STA GERED ; ~ L ~ n ~ ° @ P NE JOINTS ~ ~ O r-~ r1 ~ ~t d' U ~ ~ ~ _ ~ ~ ~ o~ . ~ ~ _ L A ~o , ~ ~ ~ o ~ A09 8d N IL @ 6" O.G , i I ~ ~ Q ~ PA ELEDGES , U fd ~ ~ ~ ' ~ ~ Q} ~ ~ L c3~ zxs o a ~ ~ j I ~ > a e o e o a e a e i ~ , ~ ~ 3 i 2X81M1'ALL , r ~ . . ~'J ~-1/2" DIAMETER ANCHOR BOLT ~ ~ ~ ti+ ' ` ~~9 ln~l \ ~ @ 12° FROM ENDS OF PLATE ~ ~1 ~ . ~ ~ . . ~ AND 6'-0" O.C, MAX ~ _ . I . . ~ ~ ~ L A ED WALL ~ o TYPICAL BR C U z 2X8 WALL 2X81NALL ~ ~ 2) 9 1/2° LVL (2) 2X10 ~ THIIUG ATT~ACHMENT + SJ~EA ~ I I 2 9 1/2" LVL II II (No Scale) II I~ II _ U OP T ABOVE II CONTINUOU$ SHEATHING, MINIMUM 7/16" O58 OR ~ U 0 II U - lj - - - - - ~ PLYWOOD BY CODE U II U 0 ~ 0 0~ O 0 I SECTION 602.10.3 - METHOD 3 ATTACHED PER TABLE 602.3(3) O~ ~ ~ SECTIQN 6D2.1D.1.1 - BRACED WALL LINE SPACING 50FT MAX ~ ~ ~ ~ ~ o~ o~ ~ WITH 3:1 DIAPHRAM WIDTH TO DEPTH RATIO ~ o~o ~Q I I M.~ ~ ~ Q i I U ~ SECTION 502,iD.5 - CONTINUOUS SHEATHING U~ ~ HQ N~.. F-(!1 ~ I _ _ Q n " I- ^ Q F~------- ivt~ I I F -h~- i o ~ _ J_ _ Q FIGURE bD210.5 - BRACING AT CORNERS N~ i o ~ TABLE 6D2.10.5 - MINIMUM PANEL LENGTHS X i U1 ~ lV H X „ N SECTION 602.10,1 - 25'-0" O.C. MAX SPACING OF PANELS N ~ O iv U1 rn I I ~ ~ i,. ~ i,. I SECTION 602.1D,1 - BRACED WALL OFFSETS UP TO 4'-0" o~ ~ ~ ~ I ' N ~ m~ ~O ~ ~ .~O i N v ~ ~ I I °'oC 0 i v 0 i I GYPSUM WALL BOARD FASTENED BOTH ~ ~ 0 II ~ ~ i ~ i ~ SIDES PER CODE; ~ SECTION 602.10.3 METHOD 5- 1J2" GYPSUM BDARD WITH 7" O.C. ~ ~ ~ ~ ~ II ~ FIELD AND EDGE NAILING PER TABLE 7D2.3.5 II - II ~ (5d COOLER NAILS OR MIN. 1 1/4" DRYINALL L au er ac ~ SCREINS TYPE S OR W PER ASTM C 1002) 3 2X8 SECTION 6D2.1D.4 - MINIMUM 48" LENGTH OF PANELS 2 2X1D II BEARING , ~2) 4 1/2~~ LVL----- WALL I i, - ~ ~ BEARING Q . BEARING ~1 ~ ~ TYPICALATALLCORNERS iy AND 25' OF WALL u. S V O 111 WALL I I - _ (2) 2X14 N~„~ SA U WALL i` i ` 2X6 WALL I I ~ p F- 0 2 9 1 2_ L V L - i~ - - 2 2X1D \ _ _ _ ~ ~ ~ ~ ~ I~ - S~ ~ i i~ i i i~ i i ~ ~ (2) 2X1D H V i y ~ fl 0 ,y iV iy i i ' o V1 ' : r1 io i yE--I ~v~i~ OPE i Nfl~ U il ~ ~ ~ ~ Hame s ~ 1E--EDGE OF ' ~ ~ ~ U i y WALL ABOVE ~ ~ 0 0 ~ n0 ~•i •-+OQ I I oV1 ~ 1 ~ i~ i i k O~ ~N rn~ I I ~i~l1i-? O10 ~ r' ~1 IATTIC I ~ i N ~VFjU N0~ I I n0~ ~1 N~ 1-y ~ r+ 0~ I ~ f- F., Q ~ 1 ° ~ ' ` r - - , ~ ' 8779 Glassford Ct, S. H Q ~ACCES~ ~ ; ~ ~ ~ 0 4~ L~i. a i ~ O il~ f- t!1 i~ F~ ~~~X3°, ' Dublin, Ohio 43017 ~ ~~F ~F-U ; F- ~y 11) N Vl i NV1 iy ~ _ _ ~ ' i ` ' ~ ~ O '1 ; ~ m ~ ~0~' ~2)2X10- ~~Q -."p ~O ~1 rn~a ~O' i m~ ~1 ~ ; a b 14-873-3940 BEARING iv p~ O j WALL OPEN ~ a I I ~ J~ 1 ~ 0 3~~ ' ' 3 0 _ ~ ~ , 3 mLL ~~1 ~ I I ~ 1 ~iy BEARING I I ~ ti ~ ~ ~ i SEE SHEET;A6 FOR ~ y STRUCTURAL DETAILS a Crowson Residence OPEN TO WALL ri i~ 2 X10 v ~ ,y ~ ~ z "'~y ' ~ ~ a ABOVE ~ , ~ ~ ~ ~ iy iy - 2X61NALL 2~ 4 1/2" LVL ~ ; ; ` Lot 86, Tartan ~Uest ~ ~ U - 3 , ' ij zxfo ~ ~ ; Dublin, ~h10 0 (3) 2X4 (2) 2X10 ~ - ~ i ~ ~ ~ , ~ , , ~ o~ , U EDGE OF ~ WALL ~ )GE OF i , i ALL ~ ~ RTA Job Number i F- ( ~ ~ i ~ Q = ABOVE i 40VE i ; i I-v~ o~ ~ J J r~ ri I ~i N~ J ii ~ r.~ i i ~ ~ ~ ~ ~ J I ~ ~ Q r+ 0 " ~2) 9 1J2" LVL== i i i N N ~-~~'="s=>>.:~ 3"'=:' _ ~ I- l/1 ' ~ ' BDLH0106 i 2X6 VJALL I ~ ~ i m ~ ~ ~ ~ i ~ , ' ~ ~ 3 11 1J4° LVL ~ i ~~LVL---- DaCe ~ x m p ~ ' i JVI ~ ~ ~ ~ ----------------5 - N ~i ~ ~ ~ ~ U = ~ ~ i O i - - N i LL - OH ~ ~ 0~~ i , i N,~pO ~ ~ ~ Preliminary 021507 - N ~ ~ ~ r,- 0 T ~ ~ 0 1 ~ I I ~ ,1 ~ J ~ 2X6 WALL m O Bidding 000000 ~ ~ ~F-~~ . OQ ~ ; Q Construction 030507 Q ~ , ~ c~ ~ zxiz ~ , Z ~ ~ u ~ , Q ~ ~ ~ ~z~ zxio , I SEE SHEE A6 SEE SHEET A6 FOR SEE SHEE A6 FOR ~ ' m Date ~ Revision 5 RUCTURAL DETAILS 2 2x1D STRUCTU L DE O ~TRUCru ~ oETAi~s~ ~ X ~ Rev, Per CODBS 052307 REVISIO N ~ 3 ~2~ zxs 07.23.07 ~ ~ m ° Rev, per DL 071807 ~ ~ ~ v Z Upper Floor Revis. 072307 ~ ~ i a ' ~ Q i i A i i ~ i A09 i ~ ~ 2X6 WALL - - Thls Drawing And This Design Are The Copyrighted Property Of Richard Taylor Architects And May Not Be (3) 2X6 (3) 2X6 Reproduced, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of Richard Taylor Architects This Drzwing Is Not To Be Su6mitted For Permits Without The Architect's Seal Below r~t< ~ , ~OR FRAM~IV G PLAN ~ ~ ~ V~~ , II ~ I ~1 y O~~ F~'1 ydj n('7D t'Y ~~Gt~1~11~ . SCALE, 1/4 - 1-0 L• ~raY~ or, ~u~ ; ~,7~ , ~ ^ )I ~ 1,:~.5~ $U,~~ yr',,~.. j~ 5' j ` ' ~'{'y , e~T ~7 ~ ~''~Z .rl`J~^jyr' ~'l~ r,, ~ ye' ~'t~rL„ } j~., . • . ~ iW~C ~~Vjyi'~y''"- r Ps . e~. , , : ~ . UPPER FLOOR FRAMING PLAN TRUSS SUPPLIER AND ENGINEERED LUMBER SUPPLIER TO PROVIDE STRUCTURAL DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATIDN OR DELIVERY OF STRUCTURAL COMPONENTS A4 1- i • ' Y/ ~ ~ n ~ ~ ~ O ~ ~ ~ ~ ~ ~ ~ ~ ~ 55'-8" ~J ~ O ~ ~ U I 4'-10° 7'-4" 4'-10" 12'-8" 11'-0~~ 3 -0 12 -0 ~ lD lD ~ ~'-a" I~.. ~ i~ I~ ~ 3'-8" 3'-8" fi'-4° fi'-4" 5~-p~~ 6~_Q~~ ~ ~ 0 t t u ~ Q C ,-I ,--I L- - lD lD ~ A ~ ~ j 0 A09 i~ ~ O u ~ ~ i 2959 (2) ~ ~ ~ j~ ~ ~ ~ ~ v ~ 3 ~ i 2X8 WALL ~ `ti 9 h~ s9 o ~ ~ ~ 'L°~ r~J i ~ ~ ~ _ a ~ ~ ~ ~ ~ ~ z° 2X81h'ALL 2X8 WpLL ~ N N 2959 (2) . ~ ~ 0 ~ _ EGRE55 ~ ~ ~ DOUBLE 2X4 WALL N , ' BUILT-IN BOOKCASES N 2947 DOUBLE 2X4 W N - AFETY S L4ZIN OPEN TO BELOW ~ o ~ 0 34 8" a 14 8" I- ~ N p ~ SH ER ~ - H ER w ~ N ~ 3'-0" 1D'-6" 1' 6 1/2" 15'-8" 12'-8 1/2" 1' 2 1 2" ~ ~ \ ~ 13'-11" 9'-6" UQ ~ ~ 15'-D 1/2° - U N Q - - ~~_8~--- - - - - - 15'-9~~~ - n a N N CO (V ~ N ~ ' ~ ~ 3~ 7 1~2~~ 3~.9~~ l7 N ~ 3~.9~~ l7 , W M LOFT RAILING ~ N N ~ ~ ~ 5 ~ ~ ~ o b+ ~ ~ g " ` ~ ~ ~t ~t ~ ~ ~ n rn N ~ ^ ~ i , ~ MASTER BEqR~OM LL N G~ ~ LL ~ Q N 0 p] J 7 W °N k Lau er ac REVISION F Q ~a N 0 ~ ~~.23.0~ RAILI G a N ~ N I ~ o ~ U ~ _ ~ ~ ~ ° N S Q d ' ~CM M N ~ N 8'-91J2" ~ ~ ~ us am ~ N ~ i ~ a ~ a ~ RAILING ~ - ~ ~ ° o z~"6~~ ~ ~ ~ ~ 3~.~~~ ~ ~ ~ Homes ~ N " ~ M Oi 0 ~ N ;i ~ ~ O \ ~ ~ i n ~ ~ ~ rn uw. N ~ m ~ ~CM ~ 2'-6" -6 ~ Q g BATH #3 ~ ~ 8779 Glassford Ct, S. m ~ ~ N ~ ~ RAILING _ _ - i i ~ ~ ~ ~ ~ I ATTIC I ~ ' ~ N ' ; Dublin, Ohio 43017 ~ z~- ~ A ES ' ~ ~ I ~ o ' zz x so ~ ; ~ WALK-IN ~ ~ ~ ~'-b° WALK- N _ ~ ~ CL05ET ~ ' 614-873-3940 ~ N , c'nl r oU~'s 4r~ ~ I CL05ET ' ~ ' ~ ~ ~ N i 8~~6~~ 4'-1D 1/2" 4'-1" 7'-4" 3~_4~~ ~ 5~~1" , i S'-10" 1D'-11' i_ - ~ ~ ~ ~ I , i ~ ~ ~ , ~ Crowson Residence ~ ~ N I 2'-6~, ~ d ~ N N ~ OPEN TO I I , ' o BELOW Lot 86, Tartan VUest ~ ~ BEDROOM #3 ° REVI5ION 2929 Dublin, Ohio ~ ~ " 07,23.07 , ~ ~ ~ 13'_8" ; RTA Job Number ~ ii~-a~~ z,_o~, ~N ' BEDROOM #2 ~ ~ ga~HOio~ ~ , a oo ~ ~ - ~ ~ ° Date ~ 3'-8° 6'-4" 1'-e" 4'-11" ~ B'-6" 14'-1D rn N ' N ~ Preliminary 021507 - - , 0~ _ ~ ~i ~ ~ - - - - - - n N WALK-IN'~ I o N M ' CL05ET ' ~ BATH #2 ~ i W O M - - - - - r - - - - - - - - - _N ; m Q Bidding 000000 _ ~ a ~ Construction 030507 ~ VOID E RE55 ~ LOW SHELF , I ~ I~ ~ ~ ~ '2929 EGRESS ~ 2959 (2) , 1NALL HEIGHT ~ W LL HEIGHT ' 7 11 1/4" ~ , 7'-111/4" 2959 2 ~ , Revision Date ~ i i ~ i , ~ i ~ Rev. Per CODBS 052307 , i . ~ Rev, per DL 071807 i ~ , i ~ ~ Upper Floor Revis. 072307 ~ ~ A ' ~ ~ ~ ~ A09 ' ~ , ~ ~ ~ i ~,r ~ >F ~a,~+ t 5 i ~ ~ , i i= ,~d b ~ i . . . ~ . . . . . . . , i This Drawing And This Design Are T e Copyrig te 2531 2535 Properly Of Richard Taylor Ar~hitects And May Not Be Reproduced, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of Richard Taylor Architects , 7'-2" 7'-101/2" 10'-li" 7'-7" 7'-11° ` 2'-0" 9'-21l2" This Drawing Is Not To Be Submitted Por Permits - 25'-11 1 2" 15'-6" 11'-2 1/2" 3' 0" / Without The Architect's Seal Below I 55'-8" o'~' `{~`l OOR pLAN ~ ~ , o„ ~ SCALE: 1 4" = 1'-0" / I ~CM INDICATES SMOKE AND CARBON MONOXIDE ~ RBON MONOXIDE DETECTOR LOCATION ~~'Y~'O~~ i~ A as~9 ~ I ~ INDICATES SMOKE DETECTOR LOCATION LOCATION ~~`~j ~n;~~r~.~f r ~1j~~~~s~+~ r ~ `.e ~ ~ - r . ~ -,~~~r . UPPER FLOOR PLAN A51 -S ~~r 5: ~ i ~ ~ I ` ~ v' , ~ N N ~ . M ~ ~ O ~ ~ U M1 : ~ ~ ~ ~ ~ ~ ~ 0 A ~ ~ C ~ t r ~ = ~0 tD ~ A09 ~J t~ ~ ~ ~ Q , ~ ~ i ~ ~ o u~ ~ 3 zxs ~ ~ ~ ~ ~ ~ r,~ ti ~ o ~ , v~ ~ 3 . ~ +8 Qov, ~ ~ 3 , VOw ~ I Q, ~ . ~ L ~ A m ~ ~ ~ ~ Q ~ ~ (,P pF ~ ~ , , ~ _ . ~ 'oq w ~ ~Q- Q..a c~ ~ F.~.... : . ~ t ~ . . ' ~ ~ ~ ~.iq I. 0 6 ~c p. Q ~ ~',Q ~Q ~1~, a l~,F 0~j~ 2X8 WALL C t ~ f. : ~,5+ ~Q q~, QQ".T14 ~J (TYPICAL OF 5) , - - - - - - - , 1 ~ t 4 ! ~ O ~ ! . , s~OFQ ~ i i Fs , / i t i~ ~ r` 8 , ~ 1..~, : ~ ~f ~ s , ~ • i i (3) 2X8 (3) ~X8 ' ~ ~ TRU55 OVERHANG ~ . _RDE USS________ (2) 1/4"LVL ~ , - - i 1'-D"; TYPICAL Ct' ~~j h- , ~ ; ~:.:~.+f;_'~_~ ll~ i.:. i ~ . `Z~~:~ -C ~ C ~ " C~ . \ ` . ~ ~ I I I I i ~ \ \ ~ \ ~ , ~ I I ~ ,,a . . II \ , \ ~ ~ I I II I I ~ ~ ~ ~ ~ \ . ~ ~ I I , { ~ i i , \ . ~ . ~ i ~ ~(2~ 2X12 i ~ , \ . . 'i i - i i ~ ~ \ ~ ~ . \ . ~ ~ i i ii i A~~ A.~ A~~.A . ~ ~ i ~i: t.~~. , G , ~ l ~v ~1` - . . \ I I ~ I ~ ~ II ~i ~P€ T ' . 0' , ~ ~ ~ ~ oW ~ . ~`:\q \ . " ii U> L- gEOVd.'~` ii ii ~ ~~d ~ ~ i i U ~ \ \ i i ~ ~ i 2 2X4 ii ii ~m . ~~,,~A ~ V'` ~ ~~`~~..A. i~ ~ii i ~ ~ ;4 C:'~•f~tt'} ~ „ , ' i i Q ' - , i i WALL i \ u1 . \ ~ \ \ . \ \ . i i i~ ii =Z ~ . ~ ~i ~ ~~ii ii ~i°~,:` ~ ~ f i'I _ ~ ~ i i`,.` \ i~ h O ~.,~V~l,A ~A~'1~IV6~,''_~`.. i i i i p ~ ~ i ~ ~ \ ii ii ~A, i 3 u~ `,I AD ~ i i i i . Ql 0 ~ ~ ~ , ~ ~ , ~ ~ \ ~ ~ ~ \ , ~ ~ ~ ~w ~`~'~ARE ~~d~ ~ , . ~ ~ ~ ~ ~ O U ~n tn ~ ~ ~ Z ~ ~ ~ \ ~ ~ o a W UI fA 8~ R i i E i i ~ i i i i Uo . ii \ i~ ii \ i i i ' - - - - _ • \ - ii I ii ii Q F., i i ~ ~ i ~ ~ i ro U ~ \ ~ ii . ~ i ~ ~0. \ a'p wi' A A ~Y~~ 'I 'i ~ ~ ii ii al ~ i ~ ~ i i ~ ~ i ~ ~ ~ i i a ' aaO' ~ii \ i~ ~ ii ~ ~ ii A ~ x . ~ ~ `"ii ii ~ i~ ~ ~i ii ~ i W Ur ~ i i i i i i ~ ~ i i i . . ~ ~ , i i n N N a ~ ~ i i \ ~ i ' JACK TRUSSES . i ~ i i~~~, - : ~ \ ~ II :TRUS5E5 I f\ I I ~1 , \ . \ \ ~ I I \ \ . i . ~ ii ii ' `~\~\''~ii ~i i i ' ~ ~i i i i i~ ~A~~ '~~~~~\`~\~`,\~~\.\ii ~ ii ~ . R 0 1~Y ~ I ~ ~ ~~A~~,~ ~ ~ ~ ~i i ~~V~:~'~•.1!',.~:. E~. i i ~ W ~ i ii ~t, ~ . \ F- ii ~ ~ ~ y~ ~ ~ . .,.\RR A y ; ~ ~ ~ ~ ~ - Lau er ac ~ \ w~ w ~ . ~ . . ~ ~ ~ u~ ~ . ~ ~ ~ ~ ~ii \V~~_if,A`~VA\V~ ~ F-~' ~ ~ Q ~i i F- i i ~ ~ , `i ~ . ~ ~ U9,' ~ ~ u. F i i ~ l7i \ ~ 1.~ ii a~ a' ~ ~ ~ , \vt ~ I I I I ~.,I i~.., ~ ~ I I m W I I ~ .~I,' ' ~~`.A ~ ~ Q~ 011 ~ ~ ustom ~ A VA~ ~ ~ ~ I l1 ~I I ~ ~ - V~~ ~ ~ \ ~ A V I I W i..~ ~ I I r~r~ ~ I I I I I - ~ \ ' ~ I . I 1~' ~ I I ` ~ I I I I,, \ ~ \ I I ~ I I ` ~ \ ` ~ \ .~('f~l 1 I I ~ I I . ~ V ~~V~ .I I I I ; ~ Hm , ~ ~ A A ~ I I I I 0~1 I I \!I . ~ I I I I x I I I ~ ~ es r - - i NI I I t~\ ~ \~I I I I I I I \ N I I I I ~ ~ I I IATTIC I ~ACCES~ 8779 Glassford Ct. S, v I I I \ I I I I - _ ~ ~ ~ ~ ~ I I ~ 22 X 30~ i i ~ ~ i j ~ i BEARIN i ~ ~ i i ~ I ATTIC I i i i WpLL i i ii O W W ~ACCES~ ii \~~ii J 3 W Dublin, Ohio 43017 ~ ii 0 ~t~ ~22X3D~ ii ~ i~ ~i ~ ~ ~ yii ii ° ~ ~ lq._ ~ II Q L-- ~ II II II Q = il ~ N 6 873-3940 I I W~~{ y I I ~ ~ I I ~ N ~ ~fl ~ A K R E ~ i REVI5 N OPEN TO z O ~ ~ ~ BEARIN ~ i J C T U 5 5 S B E L O W c~ ~ I- ~ ~ i i 0 2 , O ~ ~ l L ~ z i i i W A L L i i Qo ; ~i 0 a 0 i ~i ~i mpWa i ~i ~ ii Q~47~y ii ~ i ii il W J~ il I il W ~ Crowson Residence a , ~ Q a II ~ ~---'i II II ~ il i Lot 86, Tartan West II ~I II ~ z~ 8 ~ ~ \ i i ~ ~ REVISION ~ ]JACK TRUSSES; ' , Dublin, Ohio i i OJ~23,OJ ~~i IN SADDLE ii ~~.~i ' i , ~ ~ ~ \ ~ ~ RTA Job Number i I ~ t\ I ~ N " ' ' ~ ]ACK TRUSSES I I ~ ~ ~ • ~ I I I ~ ~ ~ ~ A ~ ~ Z I I I I•, i Q ~ ~ \ . .....'lT~ i ~ ~ ~ QV R ~ ~ ~ ~ ~ , x ~ ~~~HO~o6 ~ )ER TRUSS ~ N ' ~ , , ~ GIRDERTRUSS ~ - ~ fi~ \ ' - - - - - - - Date - - - - - N I I ~ ~.1 . I 'i' - .I~ Q, .,;i~~ ~ ~ ~ - - - ~ ~ ~ ~ ~ ~ ~ N ~ a ~ , ~ ~ ~ ~ i ~ ~ , ~ . ~ CO O ~ Preliminary 021507 i i ~ ` , ~ 1 i \ ~ i ; F _ , . Q ii(2)91J4"LVL ~vi \ ~ ' m Q Bidding 000000 . i a 2X4 i 6 ~ ` ~ , ) 2 2X8 \ . ~ , ~ ~ ~ Construction 030507 ~ - - - - ~ - ~ , I 42) 2X1D 4) 2X4 i ; AT 16 O.C. ~ ~ ~ ~ , - CUTTOSLOPE ~ ~ ~ ~ ~ , ~ Revision Date ~ I ~ PREFABRI ATED WOOD ' , - I ~ . - -----------ROOF USSES---------- , ~ Rev. Per CODBS 052307 ~ ~ , ~ ~ ~ Rev, per DL 071807 ~ ~ ~ ~ ~ A ' ~ Upper Floor Revis. 072307 PREFABRIC TEC PREFABRIC TED WOOD ~ ROOF T USSES , AO9 ~ ROOFT US! ~ ; ~ i a ~ ~ ~ ~ ~ , ~ ~ ~ - ~ „ , „ ~ 2 X8 2 x8 This Drawing And This Design Are The Copyrighted Property Of Richard Taylor Archite~ts And May Not Be Reprodu~ed, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of Richard Taylor Architects This Drawing Is Not To Be Submitted For Permits q Mll U G PLA 1 U Wi The Architect's Seal Below , n i n Oe~ ~ - , SCALE. 1/4 - 1-Q I I ~ Q e~~ , ~~C~ ~ ~ R{CH,~Ri~ ~ L. 7AYL(~R, JR. ~ gP39 ~r~~ ~ 1 4 'P~~i~~~v~4.~`~yy~'V' ~ ~~'~~y~..~ ` ~*wT~~~ , tt ~ X'f , ~ a + _ ROOF FRAMING PLAN TRUS5 SUPPLIER AND ENGINEERED LUMBER SUPPLIER TO PROVIDE STRUCTURAL DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR DELIVERY OF 5TRUCTURAL COMPONENT5 I A6.a - - - - - - - - - - - , _ _ - e i E. STRUCTURAL ~ I N A, GENERAL LUMBER 1, ELEMENTS OF CONSTRUCTION NOT SPECIFICALLY NOTED D THE THESE DRAWINGS SHALL COMPLY WITH THE 2006 RCO AN 1, THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFfER THE BUILDING IS FULLY FIR #2 ~ RE UIREMENTS OF THE CITY OF DUBLIN BUILDING DEPARTMENT COMPLETED, IT IS SOLELY THE tONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES 1, MATERIALS: R a, STRUCTURAL IUMBER INCLUDINC~ BEARING AND EXTERIOR WALL STUDS: 5PRUCE PINE FIR #2 AND SEQUENCE, AND TO ENSURE THE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS, AND OR EQUAL, ALLOWABLE STRESSE$ PER THE NATIONAL DESIGN SPECIFICATION SUPPLEMENT _NT DIMENSIONAL ASPHALT SHINGLES; I 2. 309.6 ELECTRIC GARAGE DOOR OPENERS SHALL CONFORM TO THE THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS, DURING ERECTION. THIS INCLUDES SAFEIY/STOP REVERSE REQUIREMENTS OF U.L. 325 E ADDITION OF ANY SHORIN6, SHEETING, TEMPORARI~ GUYS~ BRACING OR TIEDOUJNS THAT MIGHT 1997 EDITION; 19°/o MAX. M.C. p MINIMUM 25 YEAR; MINIMUM INEIGHT 1Z TH b. PLYWOOD; PLYWOOD; CDX, STRUCTURAL II OR BETTER, EXTERIOR GLUE. fOR ROOF AND FOR 240#; MAXIMUM EXPOSURE 5 5/8" 1.i EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE BE NECESSARY. SUCH MATERIAL IS NOT SHOWN ON THE DRAWINGS. IF APPLIED, THEY SHALL BE WALLS: PANEL IDENTIFICATION IMDEx 24/D - 15/32 INCH MIN. (WITH PLYWOOD CLIPS). FOR 3. 3 0 WINDOW. EGRESS CLEAR OPENING SHALL BE 5,7 SQUARE FEET REMOVED AS CONDITIONS PERMIT, AND SHALL REMAIN THE CONTRACTOR'S PROPERTY. THE ENGIDNE R FLOORS; PANEL IDENTIFICATION INDEX 32/lb - 23/32 INCH. OVER 15# ROOFIN6 PAPER ~ ~ ~ ~ 12 ~ ~ ~ ~N 0 INIMUM ON FIRST AND SECOND FLOQR EXCEPT AT FIRST FLOOR HA5 NO EXPERTISE IN, AND TAKES NO RESPONSIBILIIY FOR, CONSTRUCTION MEANS AND METHO 5 0 C. 058: FOR WALLS: 7/16 INCH THIlCK WITH PANEL INDEX W24, EXPOSURE 1. FOR ROOFS: M ~ N 7/16" APA RATED SHEATHING ~ ~ C~ AREA MAY BE REDUCED TO 5.0 SQUARE FEET IF SILL IS NO JOB SITE SAFETY DURING CONSTRUCTION. 7/lb INCH THICK WITN PANEL INpEX iR24, EXPOSURE 1, FOR FLOORS: 3/4 INCH THICK, HIGHER THAN 44" ABOVE fINISHED GRADE. z IT IS SOLELY THE RESPONSIBILITY OF EACH CONTRACTQR TO FOLLOW ALL APPLICABLE SAFETY CODES STURO-I-FLOOR WITH PANEL INDEX Of 1F24, EXPOSURE 1, TON6UE AND GROOVE. PREFABRICATED 1N00D TRUSSES ~ ~ Cf' t 1 ~ I U1 LL AND REGUlATI0N5 DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER IS NOT ENGA6ED IN, AND d. MICROLAM (LVL). MODULUS OF ~LASTICIIY = 1,940,OOD PSI, Fb 2,600 PSI. DESIGN 4, 311.3 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHA D~ES NOT 5UPERVISE, CONSTRUCTIDN. , BASED ON TRiJS ]OIST MACMILLAN. (ENGINEERIN6 BY OTHERS) ~ ~ ~ ~ ~ ~ ti _ HAVE WAlLS, UNDER STAIR SURFACE AND SOfFITS E TRUCTURAL e, TREATED WOOD: ACQ (ALKALINE COPPER QUARTENARI~ TREATED WOOD FOR WO ~ ~ ~ ~ ~ ~ PROTECTED ON THE ENCLDSED SIDE WITH 1/2" 3 SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE P113N5 CONFLICT WITH THES 5 MATERIALS IN CONTACT WITH COINCRETE. REQUIRED CONNECTIONS TO BE USED IN GYPSUM BOARD NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN, COORDINATION WITH ACQ, 5EE ~IOTE 3e. 5. 311.5,3 STAIR5 SHALL HAVE 8 1J4" MAXIMUM RI5ER HEIGHT, 10" MINIMUM 12~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ L E IREMENTS OF 4~ GOVERNING CODE: 2006 RCO 2. SPECIFICATIONS: UNLE55 SPECIFICAI.LV SHOINN OTHERWISE, DESIGN, FABRICATION AND TREAD DEPTH AND SHALL MEET ALL OTHER R QU ~ TYP. ~ ~ ~ l''~D ~ ~ E IGN ROOF 5NOW LOAD: 25 PSF PLUS THE EFFECTS OF DRIFTiNG SNOW PER OBBC. ERECTION SHALL BE GOVERNED BY THIE IATEST EDITION OF: THE 2006 RCO. 5. D 5 . GROUND 5NOW LOAD P= 25 PSF a. NATIONAL DESIGN SPECIFICATIQN FOR WOOD CONSTRUCTIO . 2X6 SUB-FA5CIA ~ ~ ~ x ~ .6 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH a ~ 9~ h. U.S. PRODUCT STANDARD P51 6, 311,5 b. FLAT ROOF SNOW LOAD = 2D PSF CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OF MORE c. SNOW ExPOSURE FACTOR (Ce) = 1.D ~ c. 2000 iNTERNATIONAL BUILDING CODE 1X8 CEDAR FASCIA - I-__ I ~ P~ Q O ~ ~ RISERS d. SNOW LOAD IMPORTANCE FACTOR (I) = 1.0 d. CABO ONE AND PNO FAMILY DWIELLING I ~ W ~ O ~ 7. 311,5.6.1 HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED 6 DESIGN LIVE LOADS: 3. CONNECTI~NS: ~ s I ~ ~ a~ ~ 3 N d'W~r ~ ~L ~ PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF _ a. ]OISTS TO SIDES OF BEAMS: 16 GA, GALVANIZED STD. ]OIST HANGERS, UNLESS SHOWN ~ RAMP SLOPE, SHALL BE NOT lESS THAN 34" AND NOT MORE a. FIRST fL00R - 4D PSF OTHERWI5E. tNe = y ' TOP OF Q~ (!1 3 THAN 38" b, SECON~ FLOOR - 4D PSF b, RAFTERS AND TRUSSES TO TOPS OF WALLS AND BEAMS; 18 GA. GALVANIZED HURRICANE c. ATTIC - 20 P5F (AREAS WHERE HEIGHT IS 30" OR GREATER) ANCHORS. _ . PLATE i~ .L 8, 311,5.6.3 THE HANDGRIP PORTION SHALL NOT BE MORE THAN 2-5/8" IN d. EXTERIOR BALCONIES AND DECKS = 60 PSF OR OCCUPANCY SERVED. c. PLYWDOD TO FLOOR ]OISTS • GLUED AND NAILED - USE 8d COATED SINKERS AT - - ~ , . ~ CROSS SECTION DIMENSION OR AN APPROPRIATE SHAPE WHICH e. ROOF = 25 PSF ~ fi INCHES O.C. AT PANEI EDGES IAND 12 INCHES C/C AT INTERMEDIATE SUPPORTS. SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE ~ WIND DESIGN PARAMETERS USE ADHESIVES MEETING APA SPECIFICATIONS APG•41 AND APPLIED IN ACCORDANCE 5" PAINTED ALUMINUM GUTTER INSULATE TO R-30 I HANDGRIP PORTION Of THE HANDRAILS SHALL HAVE A SMOOTH a, BASIC 1NIND SPEED = 9D MPH , WITH MANUFACTURER'S RECOMMIENDATIONS. SURFACE WITH NO SHARP EDGES, b. WIND LOAD IMPORTANCE FACTOR = 1.0 d. PLYWOOD TO ROOF TRUSSES OR! RAFTERS - NAILED - USE 8d COATED SINKERS 3f 8" PLYWOOD SOFFIT WlTH MINIMUM ~ t 4" x 16" SOFFI7 VENTS 1/2" DRYWALL ~ E LOG4TED MORE c. WIND EXPOSURE = EXPOSURE C AT 6 INCHES 0/C AT PANEL EDG~S AND 12 INCHES C/C AT INTERMEDIATE SUPPORTS. 9, 312.1 PORCHES, BALCONIES, OR RAISED SIIRFAC S ^ R RADE BE~OW SHALL HAVE PROVIDE PLYWOOD CLIPS AT MIp•SPAN OF PLYIMOOD BETWEEN SUPPORTS. THAN 3D .ABOVE THE FLOOR 0 G g, SEISMIC DESIGN PARAMETERS ~ ~ ~ HI H, OPEN SIDES OF _ e. ALL METAL FASTENERS, CONNECTORS OR OTHER HARDWARE IN DIRECT COfVTAC7 GUARDRAILS NOT LE55 THAN 3fi G a. SEISMIC USE GROUP - B iX8 FRIE2E BOARD z - MORE THAN 30 ABOVE THE WITH ANY PRESERVATIVE TREATffD LUMBER SHALL BE STAINLE55 STEEL TYPE 304 STAIRS WITH A TOTAL RISE OF b. 51TE CLASS = D L HAVE GUARDRAILS NOT LESS ~ IYPE 31fi OR HAVE A GALVANIZEfD COATING THAT tOMPLIES WITH THE ASTM A123 CLAS STANDARDS FOR FASTENERS AN[~ HARDWARE. THE CONNECTORS AND FASTENE FLOOR OR GRADE BELOW SHAL c, WINTER TEMP,= 0•14 DEG, F i5 D ~ THAN 34" HIGH. L DE IGN ASSUMPTIONS MUST BE MADE OF THE SAME MA}TERIAL FOR COMPATIBILITY. 1D, 312.2 REQUIRED GUARDS ON OPEN SIDES QF STAIRSWAYS, RAISED 9• SOI 5 f. WHERE RAFfERS ARE NOT PARAL.LEL TO THE )OISTS, RAFfERS SHALL BE TIED WITH A ~ AVE a. ASSUMED ALLOWABLE SOIL BEARING PRESSURE FOR FOUNDATI~NS = 1500 PSF FLOOR AREAS, BALCONIES AND PORCHES SHALL H PRE URE FOR 1NALL LOADING = 55 PCF RAfTER TIE LaCATED AS CLOSE 1f0 THE PLATE AS POSSIBLE. RAFTER TIES SHALL BE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES b. EQUNALENT FLUID SS i t. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE SOIL IS ADEQUATE TO PLACED NOT MORE THAN 4' O.C, WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4" IN URE AND THATTHE ASSUMED WALL LOADING IS CORRECT, g, WHERE CEILING JOISTS ARE NO'T PARALLEL TO RAFTERS, SUBFLOORING OR METAL STRAPS APS - - - ~ DE A DIAMETER OR MORE SUPPORT THE STRUCT ATTACHED TO THE ENDS Of THE RAFTERS SHALL BE INSTALLED IN A MANNER TO PROVIDE A B, REINFORCED , CONTINUOUS TIE ACROSS THE BWILDING, OR RAFTERS SHALL BE TIED TO 1-INCH BY 4-INCH NCH _ _ li. 313.1 SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING CONCRETE MINIMUM SI2E CROSS TIES. THE; CONNECTIONS SHALL BE IN ACCORDANCE WITH THE TABLE R602,3 ROOMS, AREA OUTSIDE AND AD7ACENT TO SLEEPING ROOMS, OR CONNECTIONS OF EQUIVALENdT CAPACITIES SHALL BE PROVIDED. ABLE R602,3 ~ - 1/2" DRYVJALL OVER ~ ON EACH STORY INCLUDING BASEMENT AND CELLARS AND 1, MATERIALS: STUCCO FINISH VAPOR RETARDER AT ALL DETECTORS SHALL BE INTERCONNECTED. ROOMS d. SPECIFICATIONS: IN GENERAL, CaMPLY WITH ACI 301-99 "SPECIFICATIONS FOR STRUCTURAL 4, MISCELLANEOUS: WITH SLOPED CEILINGS REQUIRING DETECTORS: THE CONCRETE." a. USE ONE LINE OF SOLID BLDCKIING OR CRO55 BRIDGING AT 8'-D" O/C MAX. FOR ALL )OISTS )ISTS 7J16" APA RATED SHEATHING 1 PERM OR LESS PER IECC LOCATION OF THE SMOKE DETECTOR SHALL BE 36" 6. STRUCTURAL CONCRETE AND RAFfERS, USE SOLID BLOCkCING AT JOIST AND RAFTER BEARING. =0R 2X4 STUDS AT 16" O.C. 3I4" APA RATED DECKING HORIZONTALLY FROM THE CEILING'S HIGHEST POINT. CLASS LOCATION F'C 6. IT IS ASSUMED THAT THE STRII(CTURAL SHEATHING WILL PROVIDE LATERAL BRACING FOR I FOOTINGS, PIERS, 300D THE STUDS AND ENTIRE STRUCf'URE IF SHEATHING IS NOT PROUIDED, USE SOLID BLOCKING :KING INSULATE TO R•13 GLUED AND NAILED 12. 314 FOAM PLASTIC MATERIALS SHALL MEET THE PROVISIONS OF THE AND UNDERPINNING. AT MID-HEIGHT FOR ALL EXTERItOR STUD WAlLS AND INTERIOR BEARING PARTITIONS AND 4ND UPPER 2D06 RCO II INTERIOR SL4B5 ON GRADE, 35D0 METAL DIAGONAL BRACING AS RtEQUIRED FOR LATERAL STABILIN OF THE STRUCTURE. ~ FLOOR I I FINISHES SHALL HAVE A FLAME-SPREAD WALLS, AND ALL INTERIOR c. USE DOUBLE JOIST UNDER INTEERIOR PARTITIONS, UNLE55 SHOWN OTHERWISE. 13, 315.1 WALL AND CE L NG T GREATER THAN 200 AND A CONCRETE NOT OTHERWISE d. USE DOUBLE STUDS UNDER BEA4M AND LINTEL BEARING, UNLESS SHOWN OTHERWI , ClA55IFICATION OF NQ DOVE F NOT GREATER THAN 450 IDENTIFIED. e, APPLY CONTINUOUS BEAD OF AfDHESIVE ON JOISTS AND GROOVE OP TONGUE-AND-GR00 E SMOKE-DEVELOPED INDEX 0 BASEMENT WALLS (with alr) PANELS. FLOOR JOISTS - SEE STRUCTURAL PLANS ~ 14. 316,1 ALL EXPOSED INSULATION MATERIALS INCLUDING FACINGS SHALL III EXTERIOR SLABS ON GRADE, 40D0 f. IN AREAS WHERE TOP CHORD OFF TRUSSES DO NOT RECEIUE PLYWOOD OR O58 HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN RETAINING WALLS, PIERS AND (with air) SHEATHING, PROVIDE 1 X 4 COfWTINUOUS BRIDGING PERPENDICULAR TO TOP CHORDS ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EICCEED 450 COLUMNS PLACED INTEGRALLY AND SPACED AT 3'-0" O,C. 1TLY ~ Lau er ac ~ WITH BASEMENT WALLS, AND g. BEFORE APPLYING FINISH FLOO~RING, SET NAILS 1/81NCH BUT DO NOT FILL, AND LIGHTLY 15. 319.1 MAINTAIN 18 CLEAR BEIWEEN BOTTOM OF FLOOR JOISTS AND 1/2" DRYWALL ~ ALL EXTERIOR CONCRETE NOT , SAND ANY SURfACE ROUGHNES:S, PARTICULARLY AT ]OINTS AND AROUND NAI . THE TOP OF CRAWL SPACE FLOOR AND 12 CLEAR BETWEEN OTHERWISE IDENTIFIED, h. PROVIDE AND IN5TALL BRIDGIAVG FOR PREFABRICATED WOOD TRUSSES AS INDICATED ) BOTTOM OF WOOD GIRDERS AND THE TOP OF CRAWL SPACE c. AlL DEFORMED REINFORCING BARS; FY = 6D,DDD ON THE TRUSS MANUFACTURER'!S APPROVED SHOP DRAWI . FLOOR i. WHERE FLOOR ]OISTS SPAN PARtALLEL TO FOUNDATION WALLS, PROVIDE 2X BLOCKING WAY FROM FOUNDATION WALLS SHALL FALL A C. MASONRY EQUAL TO TNE JOIST DEPTH AT fMAXIMUM 24 INCNES ON CENTER BETWEEN BAND BOARD 16, 401,3 THE GRADE A tD _ ~V VO111 iPACES. " WITHIN THE FIRST 10 FEET • MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL OVER WALL AND ADJACENT JOISiTS. EXTEND BLOCKING OVER MINIMUM THREE JOIST SP . MINIMUM OF 6 1, SPECIFICATIONS. E IREMENTS OF "5PECIFICATIONS FOR MASONRY STRUCTURES (ACI 534.1-99lASCE 6-99)," BLOCKING SHALL BE ADEQUATEILY FASTENED TO THE FLOOR SHEATHING. ~ 17. 502,7 ]OISTS WITH A 6 TO 1 DEPTH TO THICKNE55 RATIO SHALL R QU BL KING OR BRIDGING IN PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS 5 OVERLAY FRAMING: BE SUPPORTED BY OC MODIfIED BY THE REQUIREMENTS OF THESE CONTRpCT AOCUMENTS. ACCORDANCE WITH CODE. RAFfER 5ET MAXIMUM RAFTER 56PAN RIDGE BEAM i CULTUREO STONE WATERTABLE ~ ~ Home s 2, MATERIALS: Zx6 9~~Z~ zx$ CULTURED STONE VENEER ~ ' 18, 6DZ.8 FIRESTOPPING SHALL BE PROVIDED TQ CUT OFF ALL CONCEALED a. CONCRETE BLOCK: ASTM C90. MINIMUM NET AREp COMPRESSIVE STRENGTH DF C.M,U. = 190D PSI. 2X8 12'-1" ZX10 DRAFT OPENINGS (HORIZONTAL AND VERTICAL) AND TO FORM b. MORTAR: ASTM C270 {USING THE PROPERTY SPECIFICATION METHOD, PARAGRAPH 3.2), TYPE 5, 2X10 15'-5" 2?(12 7J16 APA RATED SHEATHING i/2" ORYVJALL OVER C AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN MINIMUM COMPRESSIVE STRENGTH = 180D PSI. 2X1~ 18'-9" 14" LVL 2X4 STUDS AT 16" O.C. VAPOR RETARDER AT 8779 Glassford Ct~ 1J ~ A TOP STORY AND THE ROOF SPACE C. BOND 6EAM AND CORE FILL: ASTM C476, COAR560R FINE TYPE, PLACED PER ACI 530.1, TABLE 7. , INIMUM SIDE WIRES AND CROSS F, PREFABRICATED 1 PERM OR LESS PER IECC 19, 606.13 JOISTS, BEAMS, AND GIRDERS SHALL BEAR R MINIMUM OF 1 1/2" d. JOINT REINFORCING, HOT-DIPPED GALVANIZED FINISH, 9 GAGE M EI HT" IS RE UIRED. WOOD TRUSSES ON WOOD OR METAL AND A MINIMUM OF 3" ON MASONRY WIRES, EXCEPT USE 3/16 INCH DIAMETER SIDE WIRES WHERE HEAVY W G Q INSULATE TO R-13 Dublin, Ohio 43 017 3/4" APA RATED DECKING e, BAR REINFORCING: ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 1, PER MANUFACTURER'S SPECIFIGATIOINS 2D. RSOb.2 ROOF VENTILATION: THE T07AL NET FREE VENTILATING AREA f. WIRE TIES AND ANCHORS: RECTANGULAR 1YPE, 3/16" DIAMETER WIRE TIES VERTICAL SPACE BETWEEN STUDS AND FLOOR GLUED AND NAILED GROUND SHALL NOT BE LESS THAN 1 T015D Of THE AREA OF THE SPACE (HOT DIPPED GALVANIZED). CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FROM 2DOb6 RCO: JOISTS MUST BE FIRESTOPPED WITH WOOD ~ FL40R 61 ~-(~~~-3940 II DESIGN TEMP. BLOCKING OR UNFACED BATT INSUL. STUFFED - VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO g. PROVIDE 100°/a SOLID BEARING, MINIMUM THREE COURSES UNDER BEAMS, TWO COURSES o ROOF SNOW WIND SEISMIC SUB]ECT TO FROST SUBJECT TO SUB7ECT TO WINTER DESIGN TEMP. BE REDUCED TO 1 TO 300, PROVIDED AT LEAST 50 /o AND NOT UNDER LINTELS. LOAD (SPF) SPEED U5E GRDUP WEATHERING DAMAG~ DEPTH TERMITE DAMAGE DECAY DAMAGE FOR HTG. FACI IT 3. FACILITIES 16" VERT. ACROSS THE ENTIRE LAVITY MORE THAfV 80°/o OF THE REQUIRED VENTILATING AREA IS h. FILL CORE SOLID AROUND ANCHOR BOLTS, G. F fL00R ]OISTS • SEE 2X6 TREATED SILL PLATE STRUCTURAL PLANS ~ PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION i, PROVIDE iD0°/o SOLID BLOCKS OR SOLIDLY-FILLED HOLLOW BLOCKS FOR AT LEAST 4" ALL AROUND zq pSF 90 MPH B SEVERE 36" YES YE5 0-19 DEG. F OF THE SPACE TO BE VEIVTILATED AT LEAST 3' ABOVE THE ALL EXPANSION B~LTS. • EAVE OR CORNICE VENTS W1TH THE BALANCE OF THE SLOPE GRADE AWAY FROM ~ Crowson Residence ~ FOUNDATION (6" IN THE FIRST 10') ~ ~ - - - - RE UIRED VENTILATIOfV PROVIDED BY EAVE OR CQRNICE VENTS 3, LINTELS; PROVIDE LINTELS OVER ALL MASONRY OPENINGS AS INDICATED ON THE DRAWINGS OR WHERE Q NOT NOTED AS PER THE TABLE BELOW. PROVIDE MINIMUM 6 BEARING EACH END, . 1/2" DIAMETER ANCHOR BOLTS AT L~t g6 Tartan West ~ 21. R807.1 AN ATTIC ACCE55 OPENING SHALL BE PROVIDED TO ATTIC AREAS MASONRY OPENING$ SECTION ~ THAT EXCEED 30 SQUARE FEET AND HAVE A VERIILAL HEIGHT TO 4'-0" L 3•1(2 X 3•1/2 X 5/16 72" ON CENTER NOT MORE THAN 12" ~ I ~ ~ FROM CORNERS AND EMBEDDED ' OF 30° OR GREATER. THE ROUGH FRAMED OPENING SHALL NOT 4'-i" TO 5'-6" L 4 X 3-1/2 X 5/16 LLV J Dublin, Ohio 7" MINIMUM INTO CONCRETE ~ ¢ BE LESS THAN 22" X3D" AND SHALL BE LOCATED IN A HALLWAY 5~•7" TO 6'•D" L 5 X 3•1/2 X 5/16 LLV ~ OR OTHER READILY ACCESSIBLE LOCATION ~ 1" AIR SPACE BETWEEN ~ D, STRUCTURAL 22. R905.2.7.1 SNOW AND ICE GUARD MUST BE USED IN LIEU OF NORMAL STEEI ~ 8 POURED CONCRETE FOUNDATION UVALL ~ STUDS AND CONCRETE ~ WITH #b REBAR AT 24" O.C, VERTICALLY 2X4 STUDS AT 16" o.c. RTA Job Number UNDERLAYMENT AND EXTEND UP FROM THE EAVE'S EDGE ¢ AT LEAST 30 INCHES 1. MATERIAL5: L STEEL CHANNEL, ANGLES, PLATES, ETC.: ASTM A36, FY = 36 KSI; STRUCTURAL 5TEEL a. STRUCTURA THESE DRAWING3 HAVE NG$ HAVE INSULATE TO R-11 " ~ g p L H 010 6 23, R1D03.9 FOR ALL FIREPII~CES, THE HEARTH AND HEARTH EXTENTION WIDE FLANGES: ASTM A572 OR ASTM A992, FY = 50 KSI; HIGH STRENGTH BOLTS: ASTM A325 OR BEEN REVIEINED FOR AND ,D FOR AND TUF-N-DRI WATERPROOFING _ _ - ~ IWITHTHE TOGRADE i 0 SHALL EXTEND A MINIMUM OF 3b" FROM THE BACK OF THE A490; ANCHOR BOLTS: ASTM A307 OR A36; ELECTRODES: SERIES E7D; STRUCTURAL PIPES: ASTM SNALL CdMPIY WITH THE FIREBOX TO THE END OF THE HEARTH EXTENSION. HEARTH A53 OR A501; FY = 35 KSI MIN; SQUARE AND RECTANGULAR TUBING; ASTM ASDD, FY = 46 KSI; 2006 EDITION OF THE ~ OF THE - - - °i ~ ~ EXTENSIONS SHALL EXTEND AT LEAST 16" IN FRONT OF, EXPANSION BOLTS; HILTI "KWIK-80LT II" OR APPROVED EQUAL. ALL PIPE COLUMNS ON PLAN RESIDENTIAI COD~ OF OHlO AND AT LEAST 8° BEYOND, EACH SIDE OF THE FIREPLACE TO BE STANDARD STEEL NON-ADJUSTABLE AS AMENDEO )D~ OF OHlO ° n~ 1~2" DRYWALL d Date ~DEO GRAVELBACKFILL ~ 2X4PRESSURETREATEDPLATE o Preliminary 021507 OPENING. WHERE THE FIREPLACE OPENING IS 6 5QUARE b. MINIMUM BEAM BEARING ON MASONRY = 7-1/2 INCHES UNLE55 NOTED OTHERWISE. STEEL TIE IN #4 REBAR AT 3'-9" O.C. ~I 4" CONCRETE SLAB OVER 6 MIL ~ FEET OR LARGER, THE HEARTH EXTENSION SHALL c. MIfVIMUM BEAM BEARING ON CONCRETE = 5 INCHES UNLESS NOTED OTHERWISE. EXfEND AT LEAST 20" IN FRONT Of, AND AT LEAST 12" d. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO S~LID MASONRY OR CONCRETE SHALL BE OR KEYINAY 1" DEEP X 2" WIDE ,i VAPOR BARRIER ON ~RAVEL BASE 0 BICI~II Ilg OOOOOO BEYOND, EACH SIDE OF THE FIREPLACE OPENING AS FOLLOWS; I ~ 8" X 16" POURED CONCRETE FOOTING ~ , z , e ' , , ~ : . , , . `k TOP OF Construction 030507 RY-B ILT FIREPLACES SHALL BE LISTED AND LA6ELED AND 1/2INCH DIAMETER BOLTS 3-1/2 INCHES EMBEDMENT ~4. R1D04.1 fACTO U 3/41NCH DIAMETER BOLTS 5 INCHES EMBEDMENT WITH (2) #S REBAR CONTINUOUS ~t ~ • " ii ts ~ ~ ~ R: rti ~ ~ °r, p, U 'rs F~OTING SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIQNS OF THE LISTING, FACTORY-BUILT FIREPLACES SHALL BE TESTED IN 3" DIAI~IETER PERFORATED "a - ti - Li _ J APPfiOVED PLANS MUST 8E ON ACCORDANCE WITH UL 127 )T 8E ~I~ PLASTIC DRAIN TILE WITH APPROVED ~ JI ;5 a p~~s. FILTER MEMBRANE TO SUMP ~ ` SITE FOR Al.L ~NSPECT~at~S. 25, M1506.1 ALL BATHROOMS AND TOILET ROOMS TO BE PROVIDE~ WITH 'p~ ' J., w,' ' 1 3" DIAME7ER PERFORATED R8VI51011 Date PLASTIC DRAIN TILE WITH APPROVED "'~"~1° ~ AN EXHAUST FAN FOR VENTIIlaTION FILTER MEMBRANE TO SUI~IP 26, BUILDER TO PROVIDE ENGINEERED DRAWINGS FOR ~ PREFABRICATED TRUSSES AND ENGINEERED ROOM NAME ROOR AREA GLASS AREA REQ'D GUaSS AREA VENTILATION AREA REQ'D VENT AREA EGRESS AREA CLEAR OPENING . LUMBER MEMBERS AT FRAMING INSPECTION DIMENSIONS TYPI~CAL WALL SECTIOIV ILITY TO DETERMINE IF (WIDTH X HEIGHT) 27, IT IS NOT THE ARCHITECT'S RESPONSIB A RADON ABATEMENT OR MITIGATION DINING ROOM 177.4 25.9 14.2 22.5 7.1 N/A SCALE; 3/4" = 1'-0" SYSTEM IS REQUIRED MIN, 3" X il 1/4" NET HEADER 33.8 6,9 N(A ~ EXTENT OF HEADER T ENT OF HEADER (TWO BRACED WALL SEGMENTS =NT OF HEADER (ONE BRACED WALL SEGMENT) HITECT'S RESPONSIBILITY IS LIMITED TO DESIGN STU~Y 1731 37.4 139 FA45TEN SHEATHING TO HEADER WITH 8d XTENT OF HEADER (C zg, THE ARC NF RMATION PRESENTED ON THESE DRAWINGS AND E T BEDROOM 176.4 27.3 14.1 29.6 7.1 9.1 1'-91/4" X 5'•1 13/3~" CCOMMON NAILS IN 3" GRID PATTERN AS 2' 018' fINI5HED W I 0 GU 5 )18' fINI5HED WIDTH ~ ~ ~~II~~' ~ ~ ~ ~ ~ ~ ~ DOES NOT EXTEND TO METHODS OF CONSTRUCTION, 14,8 N/A ~ ~r E ~~u.r ~~~~r t SHEATHING FILLER IF NEEDED ~;,r ~ ` MATERIALS, OR FINISHES USED IN THE FIELD GREAT ROOM 370.4 119,1 29.6 67,5 SHOWIN AND 3" O.C, IN ALL FRAMING (STUDS 7,7 N/A AND SILLSJ (TYP,) ~ ~ ~ . r,""„' . .z"~" o ..~'ea:~P'e~,~v. ~:3~~" a~$r~, ~".rs~ H. hC ,~f u i i i i i ~ • I I I I ' ~ . ji li . . . ~ 29, ALL DIMENSIONS ON THIS DRAWING ARE VARIABLE TO THE EXTENT KITCHEN 193,5 11.6 15,5 1~~~, ' - Of NORMAL DIMENSI4NALTOLERANCES IN THE PIELD AND DO NOT gREAKFAST AREA 129.7 48,9 10,4 40,5 5.2 N/A _ 1000 LB. HEADER-TO-]ACK-STUD STRAP ON This Drewing And This Design Are The Copyrighted TAKE INTO ACCOUNT THE NORMAL AND EXPECTED SHRINKAGE lODVO LB. HEADER-TO-]ACK-STUD STRAP ON .I; TOP PLATE f' TOP PLATE . BOTH SIDES OF OPENIN~ (REF. N0. LSTA24) Property Of Richard Taylor Architects And May Not Be „ , Reproduced, Altered, Or Otherwise Used In Any Manner I.' II '~I ND EITLING OF BUILDING MATERIALS MASTER BEDROOM 268.0 18.8 21.4 20.3 lOJ 8,2 1'-91/4" X 4'-7 13/32" BOTHi SIDES OF OPENING (TYP.)(INSTALL ON CONTINUITV A 5 I . CONTINUITY ~ ~ 16d SINKER NAILS IN 2 ROWS @ 3 O.G Without The Written Consent Of Richard Taylor Architects ~ ~ ~ ~ ~ IS REQUIRED ~I 11 ;.l ND ARE NOT INTENDED TO 18.8 15.6 20.3 7.8 8•2 1'-9 1J4" X 4'-7 13/32" BA~KSIDE AS SHOWN ON SIDE EIEVATION, I}; IS REQUIRE 3p, THESE DRAWINGS ARE ABBREVIATED A BEDROOM #Z 194.7 SPEClFY ALL DETAILS NECESSARY FOR CONSTRUCTION. THE ~,g g,z i'-9 lf4" X 4'-7 13/32" REF, N0. LSTA24) I~ PER R602.3. PER R602.3.2 ~ This Drawing Is Not To Be Submitted For Permits „ „ 1Nithout The Archited's Seal Below BUILDER AND OWNER WORKING TOGETHER WILL MAKE ALL BEDROOM #3 194.5 28.2 15.6 3D.5 ~ I'1' ~ ~ I ~ '11 11' „ ~~r N AND SELECTIONS NECESSARY FOR CONSTRUCTION. 15,g 8.9 N/A DECISIO S L0~ 222.5 14J 17•$ , MIN. (2) 2" X 4" (TYP,) •,1 .w f~ I~ ~I „ . ET ~IND~X ~ °r ~~r SYSTEM5 WILL BE 35.4 N/A " 31, ALL MECHANICAL, ELECTRICAL, AND PLUMBING fAMILY ROOM 884.4 96.4 70.8 94•4 ' PI' D INSTALLED BY SUBCONTRACTORS PER OWNER'S ° SHE „ ~ E IGNED AN P E I NEEDED ]T SHALL ' DS RE UIREMENTS AND PER APPLICABLE CODES EXERCISE ROOM 1Z4.1 6.4 9.9 7.1 ~ 5•fl NIA IF PANEL 5 LIC o:;~ ~ gRACED WA Q ' „ ~ OCCUR WITHIN 24" OF MID-HEIGHT BRACED WALL ~ " r~• ~ ~ Li, i I I 1 .IJ I.w II II i; M 147.8 16.8 11.8 18.2 5.9 7.3 1 91f4 X4-113/32 I- SEGMENTPI GUEST BEDR00 BLOCKING IS NOT REQUIRE~ ~•~7 R602.10.5 H I.~ jl: SEGMENTPER " ~4" R ~ (I; R602.10.5 ~i ii :i A1 GENERAL NOTES R~~ R~~ * REQUIRES EGRE55 HARDWARE W = ii u •W Nr i~ STRUCTURAL NOTES ~ ~ MIN. WVIDTH BASED ON 6:1 HEIGHT•TO-WIDTH X r~ rr ii ~r~ f ~~,~ti~R' r~ ~ ' ~ AREAS THAT DO NOT MEET THE MINIMUM REQUIREMENTS FOR L1GHT AND VENTILATION PER 2000 IRC SECTION R303 L LIGHT AND VENTILATION PER RATIO. FOR EXAMPLE, 16" MIN, fOR ~ ;i ;I• W1TH GlA2ED AREAS ALONE 5HALL BE SUPPLEMENTED BY MECHANICA ~ ;i: A2 FOUNDATION PLAN ~ g8'~g ,~a ~ ~ ~ ~ w R IRC 303.1 303.2 303.3 AND 3D3.4. 8'HEIGHT GROSS AREA AS MEASURED AT THE PERIMETE , , , n r~• j I I I '11 I I' ~i II II, " 3~s~~MIN.THICKNE55W00DSTRUCTl1RAL A2,1 FINISHED BASEMENT PLAN ~ v 4i. i i i i u i i, e~:rJ.9~%I. OF THE STRUCTURE FROM THE OUTSIDE FACE OF w;' THE SHEATHING LESS THE UPPER PART OF ANY DOCUMENTATION OF THE ILLUMINATION AND VENTILATION EQUIPMENT AND FIXTURES NEED TO MEET THE MINIMUM MIN. 2"X2"X3/16" PLATE WASHER ei i i i i ~.~i i~ i. " " PANEL SHEATHING TWO-STORY VOLUMES. FINISHED BASEMENT AREAS REQUIREMENTS SHALL BE SUPPLIED BY TNE CONTRACTOR. , 'r~ A3 GROUND FLOOR PLAN ` ii• i i i i "i i i y~ ~ h.~ s~ ~E~ ~r} ~ MEASURED FROM THE OUTSIDE FACE OF ANCHOR BOLT PER R403.1.6 (TYP,j ~ I,~ INSUTATED STUD WALLS. . i i i i i i 'i'i i i' ~ ' „ .r~ A4 UPPER FLOOR FRAMING PLAN ~ " ~ ~ w---.._ . w. ~ ~ . i , a , Y , s , . r , . ; . f P : ~ e , ~ ~ . : r~~~~~~~`~ . FOUNDATION PER CODE (TYP.) ` ` ' ' ° , , t•a o . r~e ti , ` : . .x A5 UPPER FLOOR PLAN ~ W AREA SQ. FEET OUTSIDE ELEVATION SIDE ELEVATION FIRST FLOOR 1997.9 NO. IOF]ACK STUDS PER TABLE R502,5(1&2) OUTSIDE ELEVA A6 ROOF FRAMING PLAN GENERAL NOTES ,.,-r.~Al1G~/f[~ ocniiro~n nuiMRFRnF T~TALVENT LENGTHOF TOTALVENT NUMBEROF TOTALVENT TOTALVENT n~nnnranrrrnneo~niitocrtncni' ~ne o~ni itocnnemr, _ . _ $ECOND FLOOR 1]ytf.4 H I I il, lirHil[ h i i ik- nRCn kor ) n~~v..~~ • TO BE VENTED VENT AREA SOFFIT VENT AREA FOR RIDGE VENTS AREA FDR HRT VENTS AREA FOR AREA 5 J~, : ON HOMES WITH FULLY SHEATHED PLYWODD OR O58 EXTERIOR A~ FR STRUCTU RAL NOTES TOTAL 3596.3 (SI) AT 1; 30D AT 9 SINENT SOFFIT VENTS AT 18 SI/FOOT RIDGE VENTS Ai 50 SI/VENT HAT VENTS ONLY FOR USE ON HOMES WITH ~c R602.10.5. RIGHT ELEVATION 47' 423.9 24' 432.0 D 0.0 855.0 WALlS, PER IRC R602.10.5. MAIN ROOF 1778.1 853.5 FINISHED BASEMENT 1344.9 RIGHT ROOF 306.8 1473 8' 72.0 5' 90.0 0 0•0 162.0 A8 REAR ELEVATION AND GARAGE 690.2 REAR ROOF 94.8 45,5 3' 27.0 2' 36.0 0 0.0 63.0 GARAGE ROOF 714.5 343.0 19' 171.0 10' 180.0 0 0.0 351.0 APA NARROW VD ) W WALL BRACING DETAIL- LEFT ELEVATION A9 SECTIONS ~ 77' 6 93.D 41' 738.0 0 0.0 1431.0 TOTALS: 28941 1389.3 NO SCALE All - ~F - SCHEDULE 40 AD]USTABLE . ~:;.y PIPE COLl1MN - SEE PLANS FOR REQUIRED DIAMETER {I.D.) I 55'-8" 3'-0° 1~'-0" 4'-10" , 7' 4" 4'-10" , 12'-8" 11'-0" ~ CONCRETE SLAB ~ ~ ~ ~ ~ C 15'-4" I „ PER PLANS I ~ ~ N N O ~ 6'-0° 6'-0" 3~_$~~ 3~_$~~ 6~_4" 6~_4~~ a~-a° ' ~ ' j ~ ~ n ~ ~ ~ ~ , 5'-101/2" 2'-11" 6'-61/2" ~ ~ M' ~ ~ U ~ _ ~ ~ ~D l~ ~ i ~ i i i ~ , i . , - L_._ ~ L I~ I~ ~ ~ ~ RETAINING WALL i~ ~ ~ ~ ~ . t , ~ ~ d- L A ~ < ~ BY OTHERS ~ ~ ~ ~ ~ ~ ~ ( ~ - l0 cD N A09 ' ' ~J t~ ~ ~ ~ ~ . ~z~ xio ; ; PAD SIZE AND ~ ~ ~ U~O ~ ----~-----~947 i ° i i i i ~ I I REINFORCING ~ .1.~ Q ~ L PER PLAN - ~ N ~ Y ~ I I ' ~ ~ I o I ~ 3 ~a , r~j i i 'Ll~ .~9 ~ i ~ i ~ ~ 3 'L L. . Aj ~"1 i ! i o `ti~~~' o UI r~ o, ~ i ti. , ~ i i o ~ s 3 . ~ ~ , i u~ U . ~ i i i~ ~..i ~"i ~ ~ I C 1 ~ ALTERIUATE m i~ I ~ ~ p I I i I~ I~ a I i NQ ~ I • i 0 F" i; i p , ~ ~a , , CDLUMN D~TA.IL ° _ i ~ BEAM ~ ~ i ~ 3 2X10 i r' POCKET ~ i (2) 2X1D N SCALE: 3/4" = 1'_0" ~j z° N A2.1 ~ ~ ~ ~ s.'-a~~ i_~ i i W8X18 29475?)-----------------~ , --------------1- ~ ~ ~ ' ~ , _I'_i_________________""___ _ J , ° ~ .7 • ° ~ ° I I~ _ I ' _I'_I"'__"___'_-.'_'______" '_____i I - m ~ LO I t ~ ~ ` ~ ~_h ' ' "_'i"' ~ ~ I ~ ~ i SAFEIY GLAZIN i , 3" DIAMETER NON-ADJUSTABLE i i ° NOTE: ALL PIPE COLUMNS INSTALLED PER THE ABDVE ~ i ~ o i STEEL PIPE COLUMN ON i ~ i_ _ N DETAIL SHALL BE CONSIDERED AS A FIXED COLUMN p i FOR LOADING PURPOSES, IN AREAS WHERE THE i ' i 36"X36"X12" POURED CONCRETE ~ ° c ~ ° > ° ~ a u ~ ° ~ ° ~ ~ ' i i , " i COLUMN PAD WITH (3) #5 - ' ° AD7USTABLE SCREW CANNOT BE ENCASED PER THE , ~ ,y i . ~ REBAR EACH WAY ~ ~ ~ ~ i i~y i ~ DETAIL ABOVE, IT IS THE BUILDERS RESPONSIBILITY i~ i N TO VERIFY THAT THE COLUMNS INSTALLED ARE i ~ i ~ ° i i i U i r- RATED FOR THE LOADS LISTED ON THESE PLANS, i ~.i----- ~ N ° ~ ' ~ BASEMENT ~ ~ ~ i[ i D D ~ - ~ ~ - ~ ~ 9'-0" POURED CONCRETE ' • ' I ~ ~ i ~ ~ i i ~ ~ FOUNDATIONWALLS. 4" ~ • ~ ~ i I i= i--- ~ O~ i ~ i ~ - Q ~ ~ ~ _ ° POURED CONCRETE SLAB 'i - 3" DIAMETER NON-AQJUSTABLE ' ~ i i U STEEL PIPE C4LUMN ON ~ ' ' i i ~j~w ~ 1 i I,O w i i Na ~ V ~ ~ N ~ i ~ ~ OVER 6 MIL VAPOR _ ' Q ~ , IK[TCHEN ISLAND ~ o~ i i-~ Q _ _ ° _ _ - _ - _ - _ ~ F' ~ 42"X42"X12" POURED,CONCRETE qgOVE ~ _ _ - ~ N , a ~ m rn BARRIER ON GRAVEL BASE. , rn ~ ~ ~ _'-l IN ~LJO ~ . N a~ i iv Ul COLUMN PAD VJ~ITH (4) #5 ~ N Q i i~ ~ .-N ~ ~ v ~ ~ p ~ REBARiEACH WAY ; ~n ~ ~ ~ ~ , - I i~ N a ~ ~ ~ N N ~ I ~ .-i ri ! F I IN ~ t_____ _'r"' ' ~ iNN, pON ~ n ~ I I Q N I ~ i a 3" DIAMETER NON-ADJUSTABLE ~ iv ~ ~ ~ ~ ~ ~ STEEL PIPE COLUMN ON p i i i ~ 3"DIAMETER NON-AD)USTABLE 0 n ~ ~ z I I I ~ z W ~ ~ " , , 33m~ ~ ~ ~ ~ s~, STEEL PIPE COWI~IN ON ~ 48"X46"X12" POURED CONCRETE o~ ~ ~ ~ ~ ~ ~ ° ~ e N i° i ~3 48"X48"x12" POURED CONCRETE COLUMN PAD WITH (4) #5 0 i r- i~~ ~ ~~'~y COLUMN PAD SNITH (4) #5 REBAR EACH WAY O SOLID BLOCKING i,` i ' ' ' ~ ' FOOTINGS WITN REINFORCING ~ UNDER BEARING ~ E i ~ i REBAR EACH WAY i I 4RING a a~ c p a i 'c"'"~ ' ° ' ~ SNALL COMPLY WITH SECI'ION WALL ABOVE 7D0 PLF ° t- ' ' 14'•2" 13'-4" 10'-0" 11'-2" i i i i ~ , i ' ' , dE 7D0 PLF a t 4'-4" ' Z~0.50 0~' THE 2005 NEC. T r .y , ° , c e° ~ r"'__ ' ~J D F- 1 - - ~ Lau el k ~ ~ ~ N ac v r---------------------------------------------+ i ° u i BEARING ~ ~ ~ ~ ~ ~ i POCKET WALLAB UE ~ ~ ~ ~ ~1 BEARING ~ ~ ^ i ~ i O D ~~-e. ~ 4 p ~ 9 p~ d a , ,~7 p, d, e p ~ ~ i i ~ ' ~ W8X18 (CONTINUOUS ' ~ 63 WALL ABOVE ~ i ~ i p ~ ~ ' J ' 1 " '_J'_"""""""" ""'L_"" ~ _ " ~-----------i- * ' G I ~ ----I.,.;~-------~- r -y--------------- - --y-- - ' ' - -'r i - ---""i"",.."'~"' ""-"--"L i i -==--------------------r---- Rr------ ~r... i ~ i ~ I II I - ~ ~ ~ ~ ~ ~ ~ ° _ ustom ~ o i DOUBL ~LOOR]OISTS ii i i ~ ~ BEAM , i . - ~i i~ ~ ~ _u i i i . y~---- POCKET i~'i~ i i J u i i i HOLD FOUNDATION i I I i ~ > i i w i ~ i i.- ~ O UI ~ ~ Ni l~ J i I DOWN PER FIELD i I I i 4r..+t ~~'"T'"~"~ ~ O m I CONDITIONS-r~ I i ~ ZWORKIN(~OAYS 1 1 1 ~ i i ''~HV ~ : i0 Fii z ~ - ~ ~o ~ °I,~i ~ ~pp fl,~ D~i j N J i i N~ ~ M F- n- ~ ~ ri n I I IL ~ _ I I ' ~ - B~FORE YOU DlG I ! _ ~ ~ ~ ~ Q ~I I ~ I ° I E-3" DIAMETER NON-ADJUSTABLE J i Ul oi i d i i ~ I~~ ~ CALL TOLL FREE $~~-3~2-2764 0 9 1 f r L ~ 77 GassodC.S. STEELPIPECOLUMN ON N OPEN ~ ~ ~ ~ ~ e ~ ~ ~ i ~ J a ~ ''`B~~- iv u1 ~ 3" DIAMETERINON- ^ ~ ~ ~ i I I i ONIO Ul'(LITIES PROTECTION SERVICE Dublin Ohio 43017 ' " FLOOR i e i i 36"X36"X12" POURED CONCRETE ~ I~f,5 - O mi i ADJUSTABLE STEEL PIPE" ~ ~ COLUMN PAD WITH (3) #5 Q, , i DRAIN ~ ° i , c, ~ ~ - ~ COLUMN ON ~48"X48"X12" , , i il li ' i, i REBAR EACH WAY p Oi i POURED CONICRETE ~ o ~ e ~ r - - O ~ WATER COL MNP D ~ ~ i i i ~ p m J i i U A i 1NITH (4) #5 i'~ i ~ ~ ~,o~ - - ^ 614-873-3940 ~ ~ i i W8x1$ i k Z g i HEATER REBAR EACN N1AY i° i _ _ _ tn i i a"^ _ -',t, _`i~__= v Y i i i. i i° i ~ ~ ~ o ~i i~ ~ ~ - i i BEARING i N~ i i i i BEAM i, i ~i i~ o ~ e WALL ABOVE ~ ~ i i I-=~ ~ ~ POCKET i ~ i ~ , i i BEAM ~ ~ ' ~ WSXZl ' ' W~XZl i < ~ ' L--- r'- - ° ip i POCKET i ---r--- - ~ _ ~ -----------r i ~ - T' ~~a , _.L-" " ' - - ' r" " " " " --i i i i 14'-D" , , ~ ~ Crowson Residence ~ ~ M i i - i i BEARI ~ ~ ~ ~ i ' ' i i ~ ~ i ~ i i > i ~ ~j i ~ i i n~ 14'-2" "q~~,--- 14'-9~~ ~ i WALLAB E i i 15'-5" J - V1 ' i° i ; ; ; ; Lot 86, Tartan ~Vest i i - - ' N = i , i ~ . ~ p ~ V i i ~ ~i i ° O io i i ~ ~ F- RAILING p i ~ ~j ~i ~ n-~ O~ ~ o ~ UNEXCAVATED ~ I I ~ ~ub1117~ Qhl~ i`^ i ~HU ~ZW#Q ~ r'F- i v. i i ~p0 m~~~,3 0'° ; i ~ Q i i 4" POURED CONCRETE SLAB W/ i ~ ~ i ~ I n c ~ Q z K M : , ~_i I----------- - ~ F' 6"x6"x#10 tiNELDED WIRE MESH ~ I I' RTA Job Number OUER 6 MIL VAPOR BARRIER i ~ I I Cl 2~~ J -.I UJ~ZIU Ji I I ' ` ` I NO ~ FC00 TS ~~0 Q Q >i i ~ i ~ r4 0 ~a ^ i v i oi ~ii JOIS Nii^OU~w- ^ ~i i ~ i<~ i i~ ~i i i~ ~ 0 = i i a~ I-~ i o N f" ~ _ ~ Q i-~----- ~ i i ~u a ~i i ~N N' ~ alLw~Q iVS~lI ~i i F-!A ~ 4~ i i ,~ii ~~iZ2~~ma i - . I- ~ e ~ ~ o ' ~ N ~DLH0~.0~ w ~ ~ ~ o i i ~,~i ~~ipa>Q 0 a+i i ' u1 r o X~ i ii ~iiZ ~ tC n i ~ H i ~ i G ~ .i ~ I i N N I N i I ~i I J a Z ~ tr1 nl ~ I I rn i ~ii ~ O~~ww: g ~ ~-i i ~ i ~ Q° ~ d ` 4 ~ I .-1 Date ~ ~ ' N N~ 1 I 1 J~ I~~ N 7 O I I I 1 _ ~ ii ~ii N.iJ O i i ~S1 ~ i W~~f XO ~ ~ ~ 0 , _ o ~ - _ - ~ Preliminary 021507 V~ ~ i ii ~mii~ `vU ~ i i 0 i n i m ~ ~ o ~ N ~ O ~ ~ i I ~~I I~ X ~ I I ~ d I 4 I 1 I Oi I m ~ ~ ~ ~ I 11 M I I I n ' ~ ' ~ ~ m Q Bidding 000000 _ ~ """'_"'_'""_""'__""tt"""""_+4_'_'_""' " I a ~I I ~ ' ~ SUMP ~ ~ ~ ~ ~ ~ Construction 030507 a 4 G G 'S P Q 0 4 P ~ Q G~ ^ f~' ~ i I I I . , ~ . _ < a . ~ a ~ ° ^ r5 - i I i > ~ i~ ~i , r-, ~ - ° D~~-------- ~ c---' ' . I I I I I I ~ ° ~ I i c' i i L UNEXCAU. o~ p` ~ i ~°a v v° _ ~Q ~ r' ^a <v ,~~,,1 i~ ~i i i , , ~ . o ~ ~ ~ ~ ~ - ~ ~ ~ . ~ ~ ~ ~ ~ ~ . ~ ~ m i - - F------------- ~ c0 I I ~ I I D ~ ! I I , ' I I! - ° I~ ° d ` ' ~ I p ° ° I ~ I I HOLD FOUNDATION ~ I I i M o ReVISI0f1 Date DOWN PER FIELD ~ i i ~ REV. PER CODBS 0 5 2 3 0 7 I I ' ° I I I I i ~ I I ~ M CONDITIONS~ I i I I I r~ I i~ ~i 1 I • I I : i~ ~i A ~ ~ i~ ~i A09 ~ ` ~ ;I I; i~ ~i I I p~ t'~ 1 K.~-;a < I I ~ ~ ~ ~ 3 ~ , . ' _ " I ~ I O ~ 3 ~ 4 C~ I ~ p c~ xfw ~ i . ~ a c~ ~ v` ~ a.~ V c` i - - G' V f . a Q p n „ v 4 p I < 4 . . , . _ ~ . t . . _ . ~ ` ~ This Drawing And This Design Are The Copyrighted Propert}+ Of Richard Taylor Architects And 1+1ay Not Be Reprotluced, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of Richard Taylor Architects 15'-0" 22'-4" 22'-4~~ 4~_8~~ This Drawing Is Not To Be Su6mitted For Permits 3'-0" 14'-8" 2'-8" 6'-D" 2'-8" 15'-4° 7~_4~~ 4~_~" 4'-0" Withaut The Architect's Seal 8elow 55'-e" 71'-0" o~ ~ ~ r'~ RICHAR~ ~ T.t~N PLAN f~ .~AY~pR,3R~ ~ SCALE: 1/4" = 1'-0" ~_Q~~ a~$9 ~ b t~ INDICATES SMOKE DETECTOR LOCAIION ~R ~ocnnoN ~~°~p~ ~y'~ [,y~'(;~J~ ~ 1;~, 'J"r _ ~ 3' m q a Y, } d . . . . . r_ni ininn-rrnni ni nni rvuivuH i lviv r~Hiv TRU5S SUPPLIER AND ENGINEERED LUMBER SUPPLIER TO PROVIDE STRUCTURAL bRAWING5 TO ARCHITECT FQR REVIEW PRIOR TO FABRICATIQN OR DELIVERY OF STRUCTURAL COMPONENTS I A21 r~ f y~V ° ~ ~ ~ ~ ~ ~ 71'-D„ ~ ~ ~ NN ~ r ~ ~ ~J ~ d' f i I~ ~ 3'-D° 12'-0" 4'-10" 7'-4" 4'-10" 12'-8" 11'-0" 15~.4~~ ~ ~ l~ ~ V ~v 6'-0~~ 6~_~~~ 3~_B~~ 3~_g~~ 6~.4~~ 6~.4~~ 5~_p~~ 6~_~~~ 6'-0" 7'-4" 8'-0" ~ ~ -C ~ ~ ~ A ~ O d' Ct U ~ ~ C rl L ~1 N A09 t~ ~ ~ ~ 0 ' 2965 (2) ~ ~ ~ U ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3 ti i ~ 3 h ° 1,0~~ ~ o ~ ~ ~ ~ i ~ ~ ~ ~ rn ~ ~ _ ~ ~ ~ ~ ~ 2X8 FULL HEIGHT ~ o N Z965 z WALL (TYPICAL OF 5) 2941 2 ~ ~ ~ ~ 3b" X 36" N c~ z ~ m ~ ~ ~ EGRE55 ~ oo - LANDING ~ ' 1~'-0 1/2" ~ 36" PREFABRICATED ~ ~ ~ I o o 6~ p~~ 0 , ~ WOOD BURNING ~ FIREPLACE _ D/tN _ N 0 , d I SAFETY GLAZING I ING ~I I ~ GR AT ROOM ~ i ' DP N TO ABOVE I ~o ~ KITCHEfN ~ N 'V I ~ I N - I '"i ~ - - - - - ~ N I M ~ ~ o N; I 3'-6" o '1 T ip ~ ~ V ~ O ' Z' M 0 0 ~ U N Fr I N Q ~ _ ~ GUEST BEDROOM ~ ° I I BREAKFA5T _ - - N v, ~ ~I I ~ ' ~°a - ~ ~ 13'-0 1/2" m~ 17 -8 23'-6 1/2" N N I p ~ h N " ' ~ .~1 ~ i ~ n i 2 -0 15 -8" 11'-7" 11'-8° ~ ~ N N I ~ ~ ~ II ~ N I .ti ~ ~ i i ~ ~ N ~U i ~ ~ ~ ~ ~ ~ i ~ ~ M ~ - - - - - ~ 36~~ 36° in MIN MUM L r 1 ~ ~ LAN ING au e ~ ~ ~ i 2 -6" ~ I 3'-0" ~ - II ~ ~ ~ CM ~ ~ ~ REF. ~ ~ 0 '-6" 2'-6" M N ~ ~ ~ ~ ^ 3~_5~~ I I ~ ° io ' J 2X6WALL N ustom a i N CLOSET , RAILING 4"~ o I ; LAUNDR i Q J I J ~ ~ - - - - - 3~ 3~~ 3~_4~~ ~ i ; 3:~ j _ I ~ r{ I ~ ~ PANTRY ~ ' ' X " ~ " ~ N i ~ ~ ~ i i ~ ~ ~ Homes r ~ i ~ ~ N N ~N ~ I I' i ~ ~ p ~ 6UEST BATH ~ ~ 15R - ' , I ATTIC I ' ~ ~ACCES~ ~ ~ ~ N o " ii~ ~ ~ ~ z~_8~~ ,ZZX3°, ; N 8779 Glassford Ct. S. S~_p~~ g~_4~~ ~ 4'-0" o ' ~ ~ L _ _ J I „ ~ ~ ~ ~ H 8' 4" S-0 1/ 4-1" 7-4 3 4 6'-7 3'_7" 7'_g" ~ ' ' ~ ia'-io i/z„ ; o o Dublin, Ohio 43017 - 3' W~ i0 " 1 2 BATH '0 N N 1~_ . ~ 0 0 5 u~ I N N I I_ ~ ~ = o0 ~ ~ ~ - - 614-873-3940 ~ ~ I I ° N ~ OPEN TO Z~_b~~ ~ ~ ^ N ,.~j n ~ W .~~1 N ~ ~ ~ i II , LOSET I ~ ro Z ABOVE I I = w ~ ~ 3-CAR GARAGE ~ ~ i tr I U ~D J p ' ~ N 2~ a~, o a ALL WALLS AND CEILINGS, COMMON x Crowson Residence N ~ ~ - - - J ~ ~ ~ T i ~ ~ , , , TO DWELLIN6 AREAS TO BE COVERED ~ ~ ' j 2X6 WALL ~ V ' F W1TH ONE LAYER 5/8° TYRE "X" 1,~t g~, Tartan West FIRECODE DRYWALL. ALL~DOORS N i ~ I~i \ W I E STU DY ~ ~ BETWEEN GARAGE AND DyVELLING V1 ~ iV ~ ° I I ~ 0' ~ A a~ , ~ J i 1 ~ AREAS TO BE 20-MINUTE gATED OR Dublin, 0~1~ ~ . , N U I ~ ~ II 13'-8" 11'-8 1/2" 14'-$ 1/2" q~~a~~ Z~-1~~ M o ~ 1 3/8 SOLID CORE ~ , o ~ , ~ % ~ \ - ~ ~ N I M M ; RTA Job Number ~ 2~"8n o i i ~ ~ I I o , N ~ ~ 2X6lNALL ' - " ~ ~ " ; = DINING ROOM ~ - a~, - ENTRY ~ i ; ° ; 0 ~ ~dL~oio~ ~ N .i O ~p N N ~ ~ ~ I NN d I~ ~ I Date II ~ ~ ~ , II ~ , - ~ Preliminary 021507 ~ ~ _ , , i , , N m Q RAILING 2X61NALL ' ° ~ . a , . Q , , " m Q Bidding 000000 ~ . ~ ~I ~ Construction 030507 ~ ~_6~~ N ~ . 2914 2 ~ : ~ ~ ~ o a ~ a 2965 (2) ~ ~ o voio PO CH voio ~I ~ ~ ~ ~ o m ~p 2914 2 ~ ~ - - - - - 2965 (Z ) . - - ~ , o , o Revision Date ~ W o , ; ~ ~ ~ REV. PER CODBS 052307 ~ W ~ ~ > ~ o ~ ~ x A ~ ~ a ~ ' A09 ~ ~ ~ ry . 5 .k~'; 2X6 WALL i ~j ~ t N ~ y ~ ~ . . _ , . _ _ , . _ . ~ 14 ~ 14 This Drawing And This Design Are The Copyrighted 2~~8,~ 3~_D" 3~_~~~ 2~_B~~ 2965 (3) 2965 (3) Property Of Richard Taylor Architects And May Not Be Reproduced, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of Richard Taylor Architects 7'-2" 7'-6° 5'-8" 5'-8" 7'-6 1/2" 7'-`_51 2" 11'-2„ / 11'-2" ~ This Drawing Is Not To Be Su6mitted For Permits 3'-0" 14'-8" 11'-4" 15'-D" 22'-4" 22'-4" 4'-B" Without The Architect's Seal Below 71'-D" ~ -Je~~lSi ~~o f ~D FL 0OR PLA1 U ~ R'~Nq RO ~ SCALE, 1/4" = 1'-0" = 1~_~~~ ~ rA~'coR J ~ : AND CARBON MONOXIDE DETECTOR LOCATION r1 8~~9 , T ~ ~CM 1NDICATES SMOKE AND CARBON MO ~ INDICATES SMOKE DETECTOR LOCATIO =TECTOR LOCATION `,~V~ ~ '~'0~f ~ ~ F _n ~ " ~ ~ .1 ~ ~ d ~ i F _ , . ~ . ~ . ? , . , r,.r_ . . , r1 /1 1 1 11 1!'~ 1/Y I"1 1'11 1~ 11 1 UKUUIVU I'LUUK NLHIV A3 ~ ~ ~ ~a~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I o - ~ ~r ~~.s~ . oi I ~ ~~~g Bd NAILS 1 " p,C, IN PANEL FIE D ° ~ ~ ~ ~m- ` ~N ~ I w p o ~ ~o m ~ ~ ~ w ~ I ~ lll !I~ Q ~ O N N ~ a io M ~ ~ zU~ a o~ i i (n ~ o ; ~ ~ ~ ~ O l~0 l~0 ~ 8 N IL5 @ 6" O.C, 5T GERED I ~ _ ~ ~ @ P NE JOINTS ~o ~ L ~ ; . Ct d' u ° ~ ~ I ~ C ~ A ~ lD t0 ; ° ~ ~ ~ ~ ~ A09 8dN L @6"O.G ~ PA EL EDGES ~ i I ~ Q U x io i ~ , ~ ~3~ zXe ~ ~ Q ~ o~ ~ ~ , ~ ~ e a a o 0 0 0 0, ~y ~ ~ ~ , ~xa wa~~ ~ r ~ a 0 ~ . J ti+ . • ° 1 ~ t;, 3> E--1/2" DIAMETER ANCHOR BOLT ~ > L~1 ~ 8 . ~ . ~ . i @ 12" FROM ENDS OF PLATE ~ . ~ ~ ~ AND 6'-0" O,C. MAX ~ ~ ~ _ ~ t TYPICAL BRACED WALL ~ ~ 2X6 WALL 2XS lh'ALL ~z~ 91/z° ~v~ ~z~ zxio ~ ~ z ~ ii SHEATHIIV G A77ACHM~NT ~ i i z 9 i/z~~ ~v~ i ii = (No Scale} ii U OP T ABOVE I I CONTINUOUS SHEATHING, MINIMUM 7/16" OSB OR U ~ U - o " ~ i i o U - - - - - ~ PLYWOOD BY CODE: ~ ~ ° ~ i ~ ° ~ I SECTION 602,1D.3 - METHOD 3 ATTACHED PER TABLE 602.3(3) ~ _ o~ ~ , ~F a`,~° ~Q I I ~ D~ I ~ SECTION 6D2.1D.1.1 - BRACED WALL LINE SPACING 50FT MAX WITH 3:1 DIAPHRAM WIDTH TO DEPTH RATIO U i r Q N F. ~ S!I I ~ N Q i Q i ~ U o SECTION 6D~,10.5 - CONTINUOUS SHEATHING -j ~ - - - - - -1-- - FIGURE 6DL10S - BRACING AT CORNERS Q ~ ' I 1 j,~ -h tr~ - a ~ ~ - ~ F- uI ~ - ~ ~ I TABLE 602.10.5 - MINIMUM PANEL LENGTHS cV H ~ ~ ;x,~ ~i N H = lF'!1 I I N VI N~" i N N ~ i O N ~ I ~ ~ ' 1 O n ~ Q i N ~ SECTION 6D2.10.1 - 25'-0" O.C. MAX SPACING OF PANELS ' ~ SECTION 602,1D.1 - BRACED WALL OFFSETS UP TO 4'-0" " ~ rn ~ ~ N ' p I I ~ ~ v Qi ~ i N I 0 p ~ 0 i 0 ~ ~ GYPSUM WALL BOARD FASTENED BOTH 0 i ~ ~ II ~ ~ ~ ~ ' I SIDES PER CODE: ~ SECTION 6~2.10.3 METHOD 5- 1/2" GYPSUM BaARD WITH 7" O.C. II FIELD AND EDGE NAILING PER TABLE 7D2.3.5 - J (5d COOLER NAILS OR MIN. 1 1/4" DRYWALL II SCREWS TYPE S OR W PER ASTM C 1DD2) L r 11 2) 2XID (2) 9 1/2" LVL ~ I BEARING I WALL 3 ZX8 SECTION 602.1D.4 - MINIMUM 48" LENGTH OF PANELS au e ~+C - BEARING WALL I I - a U BEARING , 1 ( 2) 2 X 1 0 I I ~ ~ W A L L 2 9 1/~° LVL ~ y TYPIGAL AT ALL CORNERS . H ~ u~ _ - ~ 1 ~ - - (2) 2X10 I I U, ^ iD O VI ~ h i y 2X6 WALL AND 25' OF WALL cu S I~O ~ iy i y ~ ~ I- ~ y ^ (2) 2XiD H U ~ 1 iy i i iy i i 6(~ ~1 ~ iy i ~ i ~ i o Vl ~ I- ~s_ ~ 1 ~ U - ~ ~ U ~ 1~EDGE OF ' ~ ~ H OPE io tJ ~ 1~ , ~0~ ;X ~'~Q I I o~n 0 ;y y I Homes ~ WALL ABOVE ~ i ~ ~1 iy i ~ X ~ otn ;~io i~ I I ~UFjV o~p ,y iy i i y r-- ~ i I ~ ~ ~HV N~~ I I ~O~ ;1 N ^~p .10Q i I-'~iD ~,Q ~1 ~ 'i ' 1 I ATT1C I ' ~ ~ Q ~y ~ACCES~ ~ i ~ ~n= TIJl I fV~'i OV1 r' ~y `fl - 0 F-V1 iy ' 8779 Glassford Ct, S. i~ ~22X30~ , i ~ Np,~ "°Q '~"N~ Nt~n ~oQ (z~zxio o~~ ~oo Nifl I~ i I Q ` ' Dublin Ohio 43017 ° ~ 0 ~iy ~ i m ~ ~ J BEARING N~~ a ~ ~ y p W A L L OPEN a 0 J~ i ~ ~'n: ~~y ~ i ~ ~ ~ J ~ y i I 7 ~ ' ` ' 614-873-3940 ~ ~ . . ~ OPEN TO rn ~ ~ ~ ~ \ ~ 4 J ~iy i ~ ABOVE I I ~ j BEARING t ~ ~ ~ ~ ~ ~ ~ ? SEE SHEET~A6 FOR ~ WALL . 2X10 ~ 1 m i~ STRUCTURAL DETAILS i"' Z i ~ ~ ~ . v~ 1 v~v ~ 1 , , a Crowson Residence ~y ; ; a ~ 2X61NALL ~ y . ~ 2~ 9 1/2" LVL_ ' f ; ~ Lot 86, Tartan West U i :,..:.,'...,......a.. - 1 Q • - ~ ~ ~ (2) 9 1/2" LVL (3) 2X4 ~2) 2X10 ~ _ , i ~ ~ ~ ;Z; zXi° - ' ' ' Dublin, Ohio ~ ~ ~ o ~ , ~ ~ U EDGE OF ~ F- I 1 Q WALL i )GE OF ~ ' ~ ~ , i ~ a ~ I I , , ABOVE ; I- Sn i o ~ ALL i i 3ovE ; ; RTA Job Number J _ F > ~ ~ ~ ~ ~ ~ i > ivH ~i a~ , 'i f'F- ~ i ~ , ~ o ~ ~ i i ~ ~ a ~ , ~ ~ ~ ~ ~ ~ ~ a~~ ~ ~oo i i ~ ~ ' ~ 2X6 WALL ' ' ' BDLH01~~ 4" LVL ~ I ~ X~ rn p o+ F- ~ ~ ' N~ ' ------~3) 11 1/4_ LVL rv i _ ~ ~ ~ ~ ~ ~ ^ O i n i ate N ~ ~ t~i_ N O~ I I p, v ~ - 'i~OQ I I ~ ~ ; Preliminary 021507 I o~~ ~ ~ ~0 2X6WALL-~ : ~ ~ ' II ~ m ~ ~ i ~ m Q Bidding 000000 _ Q ' ' Construction 030507 ~ i~ ~ (2) 2X12 ~ ~ ~ ~ I~ Z ~ z zxia , ~ I; Q , i~ ~ - SEE SHEET A6 FOR • SEE SHEE A6 SEE SHEE A6 FOR ~ ' m S RUCTURAL DETAIL5 Z 2X10 STRUCTUR L DE I O iTRUCTUR L DETAILS; I~ N a Revision Date ~ ~ IN 3 REV. PER CODBS 052307 i ~ ^ 3 . - - ~z) 2xs - - ~ IM ~ i ~ v ~ ~ ' a , ~ z i q , ' a i ~ Q - A i ~ ~ ~ A09 2X6 WALL ~ ~ ~ ~ ~ ~ ' 4.. ~ P ~ ~ i Z : _ _ _ _ _ _ _ _ ....e - . . . ~ _c i , .'E:.' . . . ~ " This Drawing And This Design Are The Copyrighted (3) 2X8 (3) 2X8 Property Of Richard Taylor Architects And May Not Be Reproduced, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of Richard Taylor Architects This Drawing Is Not To Be Submitted For Permits Without The Architect's Seal 8elow ~OR FRAM.~IUG PLAN 1~, ~ SCALE: 1/4" = 1'-0" o" . ~ ~IGHA~D ~ TAY~QR, JR. F~ ~,f ~ g~39 ~ ~d ~A f~~} ~ C 5 ~ t ~S~t~~~i ~ ~ 9 1r _ ~ ' _ r- < ; ~ ;o ~ . s. , w , . UPPER FLOOR FRAMING PLAN TRUSS SUPPLIER AND ENGINEERED LUMBER SUPPLIER TO PROVIDE STRUCTURAL DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR DELIVERY OF 5TRUCTURAL COMPONENT5 A4 , a', 7~ 55'-8" M/ ~ O ~ ~ O 3'-D° 12'-0" 4'-10" 7'-4" 4'- 10~~ 12'-8 11'-D" ~ ~ ~ ~ ~ ~ 3 B 3 8 6 4 6~_4~~ 5,_~„ - 6' p~~ ~ ~ ~ ~ ~ V! 6'-0° ~ ~ ~ ~ V ~ ~ L ~ ~ ~ A ~ ~ ~ t A09 ~ ~ C r~i ,-I ~ fL0 i~ t~D l~D O i 2959 (2) ~ C ~ U N r0 ~ 2X8 WALL ~ ~ ~ ~ ~ ~ L ti ~ > ~ h°~ 9s9 r~J ~ 3 o ~ N ~ i ~ ~ ~ L ~ ~ _ ~ 2X8 WALL 2X81MALL ~ ~ ~ N r~ ~ 2959 ~ ~ O " t~ z ro _ ' w - EGRESS ~ ~ ~ BUILT-IN BOOKCA5ES N N 2947 DOUBLE 2X4 W o DOUBLE 2X4 WALL N SAFE OPEN TO BELOW ~aziN ! I _ N _ ' 0 34 8" I- I4 8" I- ~ i0 ~ ~ ~ SH ER w 3'-D" 10'-6" 1' 6 1/2" 15'-$" 12'-8 1/2" 1~ ~ 1 I~ ~ ~ ~ H ER w ~ z~~ Ua \ ~ ~ ~ N ~ ~ ti Q 15'-0 1J2" 13'-11" ~ N - - _ 9'-6~~ ~ _N ~ ~ N iii I v a N ~ 15'-9 ~~_8~- ~ a ~ ~ N w ~ ~ ~ l7 w ~ LOFT RAILING 3' 7 1/2" 3~_9~~ ~ 3'-9° ~ ~ iV N r ~ ~ o ~ 5 ~ , ~ 5 " N ~ a c~ ~ ~ a MASTER BEDIRQOM ^ ~ ~ ~ N ~ m LL a ~ 0 N ~ 0 m J ~ Z Q _ ~ RAILING O N - La 0 . ~ 9'-4° ° 4'-4" M - a w u er ac~ ~N in a a U ~ N 0 = V 7 I!1 Q ~ 3 N ~ RAILING ~ ~ ~ ~ ~o J N .i ~ N ~ a ~ ~1 ~ V i ~ i Q ti _ in ~ ~ i0 ~ I i WALK-IN ; ~ 'i N 3'-~" ~ 1 M CLOSET ' z o ~ M ` , ~ Q , ~ ~ ~ rn ~ in ~ = a ~ ~ ~ Ho ~ ~ ~ mes N ~ I U "v ~CM ~~_6~~ W '-6~~ ~ ~ , ~ ~ RAILING ' , i r--~ i ~ _ i ~ I RTTIC ~ i N ' ' 8779 Glassford Ct. S, ~ 2- I~ ~ , i N ~ACCES~' ; ~ 2'-6" ~ ' o ~ $1/z° i zz x 30 ~ ~ ~ WALK-IN o ~ 5-8 3'-1" 3'-4" '-5" ~Q~ - I' ~ ~n ~ K ~IN _ CLOSET ^ ~ ~ ~ ; Dublin, Ohio 43017 ' N CL05ET ' ~ ~ ~ M i N 12'-8" . _ iv , ' ~ 4'-1" 4~~ _ ~ ~ ~ 3'-4' ~ 1~~ ~ 5 ~ 5~'1~~~ 10'-11' ~ - : m - ' ~ ~ 614-873-3940 ~ N i o ~ rv ~ ~ OPEN TO o+ iv io I , i a D 0 1° BELOW io ~ iv I ~ i i i N ~ ~ 0 2'-6" ~ ~ BEDROQM #3 ~o ~ ~ i i I M , ~ Crowson Residence ~ N - ~ N o 2929 Lot 86, Tartan West ~ ~ 3'-41/2" 9~_4~~ M ~ ~ ~II V N ~ li N ~ N iv 3'-41/2" ~ Dublin Ohi ~ ~ , o ~ = a M ~ ~ ~ , ~ i 60 BEDROOM #2 ~ RTA Job Number i ~ ~ 00 , ~ ~ N ~ C m u~ _ BDLHO~ 06 ' N '-6" ~ ~ - - - - - - - - 12'-8" a ~ 3'-1" 5'-11 1/2" 3'-1" ~ 14'-10~~ ~o ~ Date ~ -----1-------- N m O 2'-11 /2" 7'-9" 1'-11 1 2" i ~ ~ o Preliminary 021507 ~ Q BA H #2 ~ ~ N ~ Q Bidding 000000 VOID EGRESS ~ i ~ . 2 2 ' 2929 ~ ~ Construction 030507 . ~ ~ 959 ~ ~ N ' EGRESS WALL HEIGHT ~ WALL HE GHT ~ - ~ 8'-1 3/4" ~ ; 8'-1 3/4" ' ~ 2959 (2) ~ ~ _ • ' i ~ i . , ~ i ~ Revision Date i ~ i i , . ~ REV, PER CODBS 052307 ~ , ~ ~ ~ a ~ ~ ~ ~ A09 ' ~ ~ ~ ~ I I ~ I I ~ ~ k ~ _ ~ ~ ~ i(r'j4''~ ~r y~ 1T a~' " ~b t~ ~~'"~'l~ ~ ~V -~e t i .-j s. ;t a.~Y . ~ ~ x k ~ F k ~ - I I i ~cs* ~ F i r ~ 'S ~ . j ~ 2535 .v , ~ , s~-~?:, _S ~ ~ , ~e_~5 , ~ 2535 This Drawing And This Design Are The Copyrighted 7'-2" 9'-41/2" 9'-5" 7'-7" 7'-711" 2'-D" 9'-21/2~~ Property Of Richard Taylor Architects And May Not Be 3'-D" 25'-11 1/2" 15'-6" 11'•2 1 2" Reproduced, Altered, Or Otherwise Used In Any Manner / Without The Written Conse~t Of Richard Taylor Architects 55'•8" This Drawing Is Not To Be Suhmitted For Permits Without The Archited's Seal Below ' ~ 0~ ~ ' OR PLAN SCALE; 1/4" = 1'-0" ~ ~ f~ICHARD ~ ~ L. 1N MONOXIDE DETECTOR LOCATION 7AYLOR, ~R, ~CM INDICATES SMOKE AND CARBON MONOXIDE DET ~ t~ INDICATES SMOKE DETECTOR LOCATION ATION ~ $$gg ~ ~~d .r'? ; ~`f.; c~ ~ V ~~1j4'~~ r ~ 1 9 ;r ~a~~k5~ S§ ,f' ~ 4,~ 2'' '~Y ~ ~ ' ~ ~ k ~ k t{"JF ,j : iy- t 1 ~ r ~ ~'n . 1, -';r x " y , . 4,_~. s UPPER FLOOR PLAN A5-1 s,~ : . V! ~ ~ ~ ~ ~ ~ ~ NN ~ ~ k ~ ~ ~ ~ t ti ~ ~ I~ f~ ~J ~ ~ ~ ~ ~ 0 ~ ~ . ~ ~ s ~ ~ ~ ~ ~ ~ ~ ~ U ~j~ ~ C ~O l0 ~ ~J i~ .i ~ A A09 ~ ~ ~ ~ ~ ~ ~ ~ ~ 'p ~ ~ 3 Zxe b ~ ~ 3 ~ ~ ti~~ o ~ ~ ~ ~ W ~~"8 , F" 0 l!~ ~ ~ ,rn U ~ W i ~ ~0 ~ _ . .o m ~ P'~ t~ . ' ~ ti~ ~ 0 ~ ~c~.o W ~ F- ~Q- Q..O g • . O 9e a t~P O ~j~ 2X8 WALL ~ ~O~r~ a ~ y QQ"~ (TYPICAL OF 5) - ~ ~ o Z SS p ~ ~ o ~ r~ ~S i i i TRUSS OVERFIi~NG ~ _ _ _ _ _ _ ~ 1'-D"; TYPICAL ~ " (3) zX8 RDE USS ~3~ ZX$ (2) il/4" LVL ~ ~ - - ~ -c.-~~- - - - ' i i i i ii ii ~ ii ' ~ ~ ~ ~ ~ ~ ~(2) 2X12 ii ~ ii i i i i i i ~ ii ii ~ ii i \ OPE T ii i ii ~ ii ~ ii ii _ w " i i ii O \ ii ii 2 2X4 W' ~ i EO ~r.~ U> •.6 . ~ „ ( ) C4 ii~.... ii ~ m ii ,ii ii WALL II ~ I I•..... ~ Q \ I I I I I I I I N W ~.,...I I I I ~i i` i i = z OV~[~l~4 FRAM~NG ~ ~ ~ ~ i i o i r•, i i .IN ~ AD~4 ~ i i i 0 ~ ~ ~ 3 u ~ ~ ~ ~ ~ ~ i O~ 'l. 'i ARE .ON~Y~ ii ii ii ~ i ~W ii', ~i ~ ~i ii ii UQ il ~i ' Z '.ii U ~ , o ~ ~ ~ ~ OV~RIAY. ~ ~ F ~ ~ ~ ~ - - - - w „ „ " ~i Q ~ - „ _ „ ~ ~ ~ ~ ~ ~ ~ ~ ~ S~ ED " ~ , u ~~~IN AD. ~ ~ i a,,., {NtY ~ ii ...'ii ii I AREA 0 , ; ~ x m~ W"' . ' Di4 . ii i Q~ a~i ' i~ ~ii ii ~ N N i i~~_ ii i w i i`. i i ~ . i i ' ]ACK TRUSSES ~ ~ii, ii ii t TRUSSES ii`. ii ~i' ..,'ii ~i a ~i I I'~.. I I ~~`.I I I I I I I~. I I I I . . I I I I I 1 I. I I I I~~.. . I I ~ ~ I I-. I I 'I I.. . I I I 1 ~ r +n ~ ~ ` " ` bV€RI:AY ~RAMING . ' ~ ~ ~ ~ it,~ Nii ,ii ii N ii ~ Lauerac~ ~i 'I,N,SHADEA ~w , tn ustom ~ ~ ~ AR~A ~tyLY . ~ ~ ~ s~ ~ ~ ~ N~~.' ~ ~ w,, , a~ ~ i i }-,,i ` i i H ~ i i ~ ~ ~ i V3. li i i ~ii ~ 0.~~i•.. ,yii a~ cCii ~ ~ ~ Ui~ Wi{. ~ii Q~ ~ii ii ~;.ii W~ di~ ~ ~"ii~~ ~ ~ ii ii `aii l9 ii '.~.i~ `~,Wii ii ~ ome s ~ ii ~i, ,'~ii ii ii ii ir..` ~~.ii ii ~ I I ~ 11'. . MI I I I I I i+''~. ~ I I I I II II ~ r - - ~ 'AnI" 8779 Glassford Ct. S. ~ II ~ N ~ I I ~ . . ~ I I ~ACCES~ ~ ~ I I I I . I I I II ~ I I _ - ~ ~ . . . I I I ~ 22 X 3D~ i r i ii i BEARIN ii ~ ~ VJALL ~ ~ ii i o Dublin, Ohio 43 017 ATTIC I I ~i p ~ ~ACCES~ i~ `,lii ~i ~N ~ ~ ~ 22 X 30 ~ ; ` i i 3 W 614-873-3940 W~ ~ I- ~ ~ N ii ~>(n~~ ~ ~ ii ~ii ii II 7 ~.I~Q L_- J I I ...........{II III I I ? NF..= I I ~ I I U F' N w ~ ~ " BEARIN " OPEN TO ~ ~ 0 O ii Q~z ii i WALL ii E ii BELOW ~}F~F- ~i , ii ]ACK TRUSS S „ ~ ~ Z W ° Crowson Residence ~i / ~OaO ~ ii ii ~ t ~ a°m~ ~ il J II I II Lot 86, Tartan West I I W ~ I I I I ii a Q a ii i' i ii ii F i ii ' 2) 8 i ii " ~ Dublin, Ohio ii , , i ii i ~ ' _ ' ` ~ ]ACK TRUSSES', ; i ' iv SADDLE ii i i i~ \ ~ RTA Job Number \ ~ ~ II ..~'li..~' I I I I ~ i N ~ ~ , ,i1' , i i! I I A ~ ~ ` ' ~ ~ JACK TRUSSES :S ~ ~nLHOio6 I I ~ 1 II ' .tl,. I ~Z I I I I Q ~ " ` ' Y ' ~ , ' ' = IRDER TRUSS , , OV~RtA . ~ ~ G [RDER TRUSS ~ Date D7' ii ` i - - x ~ ~ ` FRAM~ 6~ ~ ~ N~ ~ - - - - - - - Preliminary 021507 ~ ~ `,'IL~ ~SHP,pER ~ i ~ ~ ~ ~ N~~ . - - - - " ~ `AREA~Q~LY ' " , N - - „ , T I I I ,11 ~ I I~ V~ ~ ; pp p Bidding 000000 , i i ~ A `'~A V ~ , ` i i ~ , i i ~0 ii. i i i ~ ' `,i r. ~ Q Construction 030507 ~ ~ , ,i Q i i(2) 9 1/4 LVL , ~ , 2X4 ~ . , ~ ~ , ~ ~ , ~ ~IRb~R'TRU~~ ~ l,. , . , , 2 ~xa - ~ ~ - 4 2X4 ' ' ~ (2) 2X1D ~ ) i ~ ~ Date ~ Revision AT 16"O,C. ~ ' ' ~ ~ ~ CUT TO SLOPE ' ' ' ~ ~ ~ ~ REV, PER CODBS 052307 ~ ' PREFABRI ATED WOOD ' -------------ROOF USSES----------~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ A ' PREFABRIC ~ ~ PREFABRIC TED WOOD , ~ , ROOF T ROOFT USSE5 ' _ - ~ I b f-.;1~ b:i t A09 ~ ~ I A . } I ~ ~ I „r L ^r ~ t t ~ ~ , i . ~k`.*5 ...'~_2.~ ~'i . I ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : This Drawing And This Design Are The Copyrighted z 2 X8 Property Of Richard Taylor Architects And May Not Be Reproduted, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of Richard Taylor Architects This Drawing Is Not To Be Submitted For Permits Without The Architect's Seal Below , ~AM.~NG PLAN n~ SCALE: 1 4" = 1'-0° ~,_o~, ~ / I ~ ~ ~ RICHARD ~ L. ~ TAYLOR, JR. ~ 8889 ~ . ~ ~r ~ ~ ,r~ ~ _ , ~ ~ ~ . ~ , , ROOF FRAMING PLAN TRUS5 SUPPLIER AND ENGINEERED LUMBER SUPPLIER TO PROVIDE STRUCTURAL DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR DELIVERY OF 5TRUCTURAL COMPONENTS A61 _ , 12 21 CODED NOTES ~ CHIMNEY TO EXTEND 2' OR GREATER ABOVE .~_.s~~.:.~.;:~~... r . . . .~.~_n,._~~ M , ~'I THE HIGHE5T PORTION OF THE BUILDING ~ w. 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S, ~ ~7 ~ r ~ y. ° .afi 7~"-~'' ~ i~ ~y THE HIGHEST PORTION OF THE BUILDING ' ~ WITHIN 10' AND MUST BE 3' MINIMUM , ' ~ ~ , ~ ' ~ w i „ r ~ v ~ ~r ,d' ~Y~ ~ p~-,'S., k,~ x r~ 0 i ~~tti s ~ ~y" ~ w(.+~' {y~~ .~l°f st"' "s ..r~ .t--~~+,"a."~n~ ~ ~,'~'C"7~' O ' 1 LA} 17 .U,.~-~„ THE ROOF PENETRATION ~ , ~ ' ' ABOVE .a~ . _ ~ ~ , _ ~ ~ ~ ~ 1~.~~j~ ~ 4 ~ 1~~ ~V~ f5c S~ t~~~~i ~Rf ~l~~ iyY dC,,E`,r.~~ 11 i^+„~ iy.. H ~~~11~ ~~1~ 1~~1 I ~ ,,,,i.o '-s 1„ z v S 'i "nS ~ 1 a ~11' i~0 t N il I `'r``s d j . 1~ ~ ~ ~ BASEM ENT ~ ..~~"w. t.~. , ~ , <<~.:_...~,._.___.__...<:~_...s<:~_R, i ~ , ~ I k,ic.~,, r A K.4.'4; E i~'~"' T ~ f~, ~ (c' ~ az~ .t ~f ~ ~ ~}~S,,n FLOOR , ~ ~ R~ ~ ~ ~ ~ 614-873-3940 ` ~ ~~t i ~ g ~ u ~ ~ ~ K. ~ I 12 M~. v~ ~ ~e.~,,.,~..,~.~ ~ - - - - - - - - - - - - ~ ~ I ~ .,..»,w:n:. w . ~ ~ i i . - ~ d . ._Y;,4 N~v~r .e~ _n~rv. ~:.a... ~ I "1 I ~ ~ ~ ~ ~~~.+i o.;+.~r'.. ' ' ' ~ I 1D =zr ..st _ ~_,-.a ~ .y~_ ...s . T ."__"'_'"'1 I ~ ~ I 1 I ~ i ~ ~•.a.L.~~ _ " . - i " { n 'F': ...,~w,.._ . , ~ .r,~ .,a~ ' . . . . . ' ~ I ~ ~ ~ I I ~ ~ I I I , W..., ~•r'~..="`~°`°^ - _ . ~ R.zx.. ~z~...._... i 1 K~~... 1 ~w ~ ~I _ . ~ ~ i 1 I ~ ~ ~ ~ i , , ~ Crowson Resi ence ~ , ~ , 4 ~~~F.'~-~ ~ . ~"':i'r_,?4, , . . , : ~ . . ~ ~ , }a - :~.3~;, ~ , ~ - , S ; ~ ~ ~ ~ ~ ~ ~ ~ ~ y,~ , _ _ - - ~ ~ i 'J w - . . i . . , ~ j ~ ,-_r ~ _.w_~.~_.:.. ~ . ~ , r ~ - Lot 86, Tartan est - - - , Lw?~..k - a., , _ . A `~a:, ~ ~ ,'~"'S.' a , ........,._..W...,a.,w.._. ~ . . . . . _,M...... ~ ~ ~ ..n......_ ~ s!_.;;,t~ ~~a,'-~" ..w ..G..,.a._.. W::.. w t _ - . 1 .M , , ~ ~ CODED NOTES Dublin, Ohio ~ :~~r ~,L-, s ~ rtw ~ A„ _ x~~._ ~ . : ~ {"F;W}i 1F F 1 . . . . . . . ~ . . . _ , ' i. ...M . .r .,r ~ ,~i (~„c ~~u... . , . , . . ~ _ ~ v'. . , ~r. R EA R EL ~VA T.~O1V ST~~~o , ~ 1 ~ w. 1 . ~ 1 ~ ~ . _ ^ ~~..13. . . . .......yrs,,........ ~ . . , . . ~ ti. ~ . _..,......._y..., " M..,,. ' , . ~ w , F~a,~,.. "3 .~.,~..r.._, . ..,..,rv...ar , . ~ _...,..-w~~ ~ ~---rr;..-.:. ~ ~ ~ , . . ~ . .-_vx,:... .w. . ~ RTA ]ob Number 12 ~ n ; T ._....-sr.:~x.r . . . . . ~ ~ . _ .~,5'"~se, N_.~,_...,.. _ , r:~ ' W . . . r~ 4. ~ ~ ' ,._...Y,,...~~.,._ . ~ . . ~ ~ ~ . _ ._.w y_ ~ ~2,.~,r _.W.._ ~j _~....v~_~. _ SCALE: 1/4" = 1'-0" CULTURED STONE g p L H 0 ~ 0 6 1D .,N...... ~,~;x,,,H~~ ~ ~ ~.~.w -~.~w.,.v,~ ~w~,°w..:,.,~~w... . - ....~._._yx w~.. ._w.,__~ ,T,r ~ ~._y.~~~~ i _ ~ , s 6 . ~ _ _ w ~ _ ~ _ , y . ~ _ ~ u : . . w, _.M, _ ~ - , 1 ~ htt ~ ._o.~,. ~ ~ _ W.. ~ iX8 FASCIA Date 3 i a~ ~ ~ ~~:z, .~:m:. ~~.,~.~.u a,~w.._ _ . _ _ u _ „ ~ ,a. ~ - ..~...~..._.~~w__~,.. _ ...,w _ ~ ,...~rn: ' ~ Preliminary 021507 ~ rR - L.. " ~ ~ ~ . . ' . . . - . 1 „ . . . ~ c F W, 4 _ ..W.. ' . . . . 1~ ~ _Y.. 6 - ~ ~ il . ~ r 3 . - _ ~ ALUMINUM GUTTER ..:~9 _ . _ _ _ TOP OF ..~r.~...,,~r, e<a .__u~._.~Ra~.....__. ..~.._.._.,.w .°".~s ~ I _ _..w...._..~.,,..~. .,.u_ 4 Bidding 000000 . PIATE - ~ - _.M.,,,.,d W _ ~ r 1X8 RAKE Construction 030507 ~ 1X6 FRIEZE BOARD ~ ~ . . . ~ . = 1 _ . . _ ll ~6 Revision Date _~.a ....n - W y . urM~..aw...- N u+ w H _ . . w _ ~ g" CULTURED BRICK NEADER rj = "-....-..-.~,..~s . _ ......n .............i ~ ~ Q ~ ~ .............~.~~.....a..~..- . O ~ . ~:r+ ~a v-. I W .~...w..~-.o. ..nr.,.«, y,.. ~ CULTURED STONE WATER TABLE ' n = N... $ ~ ; ~ww, 0 9 _ .,._~_~._~.~.....,:..~.~_`~.,6~ ~ ' ~ ~ 4 ~ L° r'<~.~` z il~ ~ ~ 9 M . . ~ TOP OF ~ 4" CULTURED BRICK SILL UPPER - ~ ~ ~ ; ~ ' ~ . ' ~ : TE ~ ~ W ..~r~ ~ ~ 3 4 6 _ _ P~a_ 9 , ~ s ~a~- ~i~' ~`,~S'~~ ~ l~ @~~'s~~` v ~ ` i~~~~. ,y~^i ~h . ""~~a' ' .~y`~a~'i~ ~ '4~ ~ FLOOR r.~ ~"r=i~- - - - - - - _f ra-~ _ ~ g ~ ~.J•. ~ ~ - ~ LIGHT k~-~°~`~"~ ~~5~, COACH ~ ~ _ ~ ~ k~ w.... f~ 7~ ~,,,,b,. ~ ~,x~,1 , ~~~~~,~x.: ~.;:;Y ,~J""``LV, .,.,F~~~j - ~~k,.T: ~ ~iw..,~~~~f u::k`':. ;f_:. - . . 6 '^:r:^- ;t f ..a'.,:;~._. ..,..,i:~,~,,., ;..~~'St~i.~~. _ '~:.a`°~prv._.~' ' ~ ~ .I! ~ 1~', cM`s~1-.f 1 ~ This Drawing And This Design Are The Copyrighted , n ~y*j_ ~ - -.~;~,;,,f;~ r_.,.l~ '.-r~-.i,...,~^, i; y _ ~ 9-. , G ~u,,,-y f DIMENSIONAL ASPHALT SHINGLES; Property Of Richard Taylor Architects And May Not Be Reproduced, Altered, Or Otherwise Used In Any Manner l ~~^x t.. ~ ~:n~.. "'r, ~vi - i ],1 MINIMUM 25 YEAR; MINIMUM WEIGHT Without The INritten Consent Of Richard Taylor Architects - - ~:~~~.5,'~ ly,~-~=:».~~^,~ x . ~.,~„~~'..,t,,.~.M.c ' y,~~ '~7~'.'~,.;; `i:. . 240#; MAXIMUM EXPOSURE 5 5/8" This Drawing Is Not ~ ubmitted For Permits ~ F"' ~"~_.Ur~ ~ Y~x, ;p7~-k ~ fV _ ' iF;' „4. :L-~~.,g5{..__~J', v°.~ 2v,Fr~.:~. ~t"t 1 ~ CONTINUOUS RIDGE VENT ~'A' '~t's Seal Below H y.'{ _..r.~,~,.v:e r ~5~~ ;g'~".:r'r~~"`~ + W ~i~ t?'+~.~,.~'.,.,,r,~ ~i ~ a.~.y~x _ 12 i = y,.' `~w'A',~~u, ~..~.s~;~'i~","",:`'s:'R:~, ~ ~,i ~.x m ~ _Y' ~^T~. Pr,9 , wB i""~"': fl r ~ ~l~ O Q ~t"~,~~.~ar~'-^'. yR~'~...'..h: -;y ^~,t "~t ~C~,;. Q ~ ~JJ ¢ S 4wfc~:a`+. -U_ ;c~.~~x ^ = d'^. 3..~,v~ $ ,,6 ~ 12" X 30° GABLE VENT ,t.~ ~ 13 6~ ?i:'. ~;E:.~r:~,. p+l.,.....,.:i 1 „;;~,:;",,,~.'~~aZ~ r,. ~ f:.~ .1 _ , ~ ~ q k:.:;: ~ ~CJ w•r 3 S . L ~ . ~ 4..... . 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BASEMENT WINDOINS 16 n~ ~ ~ ~ ' ~ n=~ r x ~ ~ i{ 3 ' ~ ` ~ i , _ k- L.,,.S ~.>~:;~^.t ` ky ,N~ .a6 - ~,k-„ ~y ~ ~ ~ ~ F- ~ 1 ~ _ t ~ ~ _ :i4.w ,,1 , . ~ i , -4 4 ~ F ~4:.~7 ~ ~y~ ~ ~ ~ Y~{ A 5 i t~l ~ , r y..' i i y , ~ ~ i p ~ _ . Y'',~5~ 'e i ^~>.x. Y .1. fi ~,.,r" .y."~' i-,~ . . y, ~ ~ i r("s , ~ ~ I h m , H ~ ~ j a~~ 1~ S„ P ~.v~ L..,. ~ _T~ ~ . Y~ A ~ ~ ~ ~ ~ i ~ , ~ ~u~ ~ ~ ~ a METAL RODF 2 ' ~ ~ ~ = ~ ~ « 7. ~ ~ ~f ~3. ~p. "~~''ik-kl{ .1 `e: .Y ~ ~ _ ' f"_"_'"_i W E'~~ -x;,~'~'~y:x'~"{'i" 16}.:-y.: ~t r i i,~ ,~Q ,,,SS, ~[,~.u.!. , fV M:., ',.+xl. " ' . } 't ~`ir :..I.:.x. r'ti...« r f- ~ L 2 , yli 4 I ~ _ " " ~ . J., u ".'w. t d """"i"'_"' 1~ -~r~ ~ ~~s ~~~~a~,~'~~y~~~.~`~.~'~ :rn,~ ~~r.,'~~..~~#~'v:.vr~ ~'rds`'~ } .'t ~ ~~..~x~'.~~ ~ . 0 .;5~, r- ry a,r~ r::r.t r..,~~1~ Y~~""'"~ I ~ ~ SYNTNETICSTUCCOSURROUND RFAR AIVn LEFT M a ~ : 16 k : ~ ~ =~a , ~ r~ r ~ ~ ~ . . , ~ r . ~ ~ ~ t ..w,.__. S_.~.__ v I } i ..a,''-r.= i~.,_. 7 ~~~:..r ,k I •v_,9~ ~ iM,. ~ WOOD ENTRY DOOR ELEVATIONS 19 - BASEMENT ».i ~ ,i~~ ~.`1- . ? • R~„~!a;.~~ i ' FLOOR . L ~ , , ERHEAD DOO R VMETAL SULATED STEEL SPARK ARRESTOR A8 LEFT ELEVATION. --------------------T I ~ ' ' SCALE, 1/4" = 1'-0" ~ iz iz \ ~ ; r; , ~ io ~ iz I \ ~ ,:l . . GIRDER GIRDER ~~?~J ~ ~ ~ ~ O TRU55 TRUSS I"" ~ O N N U NOTE: TRU55 CONFIGURATION SHp1NN 1z t~ t3 ~ I~ I~ N IS FOR ILLUSTRATIVE PURPOSES ONLY; ~ ~ iz ACTUAL TRUSS CONFIGURATION TO BE 1z ~ w O U DETERMINED BYTRU55 MANUFACTURER GIRDER ~ 1D GIRDER NOTE: TRUSS CONFIGURATION SHQINN GIRDER TRUSS I5 FOR ILLUSTRATIVE PURPOSES ONLY; TRUSS ~ ~ s ~ ~ ~ ACTUAL TRU55 CONFIGURATION TO BE TRUSS GIRDER ~ ~ ~ ~ U DETERMINED BYTRUSS MANUFACTURER HEEL TRU55 ~ C ri r-i 1'-0" HEIGHT ~ ~ ~ t~ ~ O N HEEL ~ ~ t ( NO HEEL _ HEIGHT ~ ~ HEIGHT AT TOP OF ( ( ( ( ( f ( ( ~ ~ U N N ° ~ ~ ( fll(fl(lf( (l~ ( (f ( ( f( ( ( ! ( ( (f ! 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IJ. . v ~ - - - - - - , ea 00 ~xa-a~ •9 ~ r ~ D 1~E~blin, 0~~ 43017 6 ° a S~CTIOIU "C" 614-873-3940 . o SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Crowson Residence Lot 86 Tartan West ~ NOTE: TRUSS CONFIGURATION SHOWN lz Dublin, Ohio 15 FOR ILLUSTRATNE PURPOSES ONLY; lZ ACTUAL TRUSS CONFIGURATION TO &E DETERMINED BYTRUSS MANUFACTURER RTA Job Number TOP OF ga~HOio6 ~ PLATE I I , ~ / 1'-p~~ Date i , , ~ 1'-0" Preliminary 021507 / i i . I ~ H IGHT Bidding QQaQQ~ ~ i i ~ 2'-6~~ i ~ ~ N Construction 030507 ~ ~ 3T @ 10" EA lZ ~ ~ ~ TOP OF , ~ iz o~ _ PLATE ~ c~ Revision Date ~ ~W ~ UPPER ~ _ FLODR ~ p ~ ~ ~a' zW i REV. PER CODBS 052307 - ~ cn ~ BEDROOM #2 _ ~ ~M #2 6ATH BEDROOM #3 i Q N ~ i NOTE: TkU55 CONFIGURATION SHQWN w ~ I S F O R I L L U S T R A T I V E P U R P O S E S O N L Y; ~ / 1~_p~~ ACTUAL TRUSS CONFIGURATION TO BE i + ' ~ DETERMINED BY TRUSS MANIJFACTURER _ / - ~ „ , x a r ~~.-'i ° i f~, ~ i ~f r ~ ' ~ ~ ~ I I ~ UPPER ~ ~ ~ ~ ~ , ~ ~ _ ~ ~ TOP OF n~ W I FLOOR ~ ~ k ~;,j .~3n ' ~ 'z~ I ~ . _ . „ . .u._.. ~ ~ ~ PLATE @~ ~ o~ ~ ~ ~ This Drawing And This Design Are The Copyrighted , ~ ~ N ~ l~ , Property of Richard Taylor Architeds And May Not Be Reproduced, Altered, Or Otherwise Used [n Any Manner w ~ ~W ~n ~ _ Without The Written Consent Of Richard Taylor Architects ~ ~0 ~ i This Drawing Is Not To Be Submitted For Permits GROUND ~ ? W ~ I~ _ FLOOR Without The ArchitecYs Seal Below ~ ~1 ~ iv DINING ROOM - ~ ~ ` _ ~ o ROOM ENTRY 5TlJDY ~ ~ t~~~~, O~ ~ ~ a THREE-CAR GARAGE ' W N ~ rJ ~ ~ RICHARD ~ ~ ~ + 2'-6" ~ ~ - i ~ L. + ~ " N ~ ~ 3T @ 10" EA TAYLOR, JR. : ~ ~ ~ " N TOPOF ~ ~ ~n\~ ~ GROUND C~~ $~89 V FLOOR ~ ~ FOUNDATION ~ ~ 1 ~ , ~ o c ~ ~ v uW1 ~4 ~ ~ H ~ D ~ D ' ~ ~ ` , ~ o , rr - p ~ ~ - TOPOF ~ ~ ~ o UNEXCAVATED ~ SLAB ~ f g ~F ~t~, ~ ~ ~ _ ~ '.~"S f F, ,:.>`1 . , -S _A i' 7 „ .n . . . . ~ 9 ~,4 ~ ~ ~,Q I I , ~ i ° STORAGE STORAGE FAMILY ROaM ° SECTIONS 0 SECTION ll 11 ° STAIR SECTION 0 0 SCALE: 1/4" = V-011 0 ~ . 1/4- _ 1'-0" SCALE. P D ~ D 0 v • v v c A9