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07200587 Permit FileCITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESID This is to described below'and ADDRESS: 5 3 9,5 1n f?cL PERMIT ? ed the residence r occupancy. NO. (-) / -20b,5?, / ? ? . FINAL INSPECTION DATE: T? CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: VITDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 Applicant: Lot No ? No Violations/Inspection Approwed PLEASE PRINT ALL INFORMATION ? Violations/Disappraved XApproved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) Ll11. Rebuild Manhole Throat (Sanitary/Storm) '? 2. Improper Approach (Ord. 59•74, Sea 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 StreeUGlean Sidewalk C (C?rd. 7-75, Sec. 150.039(J)) 1,4 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) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) - 16 ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ?17 ;?9. Replace Damagec?-?dewallc7?ikepath (Ord. 35-74, Sec. 51 04)--"'? <11 ;._ X -? ? 18 t , Comments: Submit "As Built" Plot Plan (Policy 98-027) Driveway Exceeds 8% Maximum Slope (Policy 98-019) Remove Erosion Control Measures Contact Building Division at 410-4680 for re-inspection Inspection m?t be approved prior o requesting an Oc Inspector: t4''*,Re-Inspection: Approved aa`as-bU f r lkl.E:11-1 g(lg(og work has been completed. The Engineering Final cy Inspection by the Building Division. ' DatP- I2-'I L?C l4 U? Disapproyed ? Conditional tilcec? ??Ba?t?-> Inspector: Date: 81 t$CW5 Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP DO NOT REMOVE THIS SHEET FROM SITE I' ? I ? . ?: ? I s43:so 1 8¢ ? ? 834.9fl`' 1 ? S (. , ar i r-?? ? lW!"9EXa 12-m S,M ` BAUER, DAVI DSON 8c MCRCHANT, 1 NC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 . LOT N0. ?7 PLAT BOOK 101 PAGES 45 & 46 November 28, 2006 PLOT AND GRADING PLAN LLEWELLYN FARMS SOUTH CITY OF DUBLW FRANKLIN COUNTY, OHIO Scale; 1 " = 30' LOT 26 F.G.=846.3 0 ?r 7?------- ?22' EASEMENIs EX. T.C,1840.57 _--- - ---- ? _, - ? - ^-- ? 20' NO BUILD ZONE INV, -832. 69, __----__- ,SA X ' ?25.0'R.Y, ' E , 20 SANITARY SEWER 13 67 '? 0 19.29 EASEMENT O.R.V. 11252, PG. 08 Io ? o ? C NC. 1 , o w 8 o? w ?n m PATIO ° m N ° O 38.9 ? ? A/C 0 F. F. =&43?:6 $45. T.O,B.=842.9 8`F?• I N25.7' ? . , ? LC) " W 3? 4 ^ ? `t 00 , F. =?836cf PROP. 00 z , u..1 ? ? 8? (C ISE 51.3 PORCI{ . . . o 11 67' . SLOPE 7.9% ? . n. ? ??? 20.33 I I `? . `:-24 33' 1 . ' m ? ?? ? _.1 ' . 25' 7 ? ; I I ZI 80 BUILDING INE °• T Q ?? ???J ? ?,?fL N 27 I? I ' w v w U m .0? ? a$ , 0) ? w # S 3?FS c .? Z ?o o 3-1i ?AcnO tO o I zl 0.508 a? C? j RE? ?.g, -rd ?r x. N CO , o ? 1- 36.00- ? 836.0 ? o ENT Y FEATUR o -? E va oIEAS M?T z __.I 0 0° v EXISTI G lh TERL NE EASEMENT ? 835. S7 v z ??•? a O.R.V 958, PG. C06 G =835.81 o ^°a - ? - G G T 110.39 S05'29 45 E W EHfCU(AR QLE ??OuiC t, vi ' 33 G F = ?° D ? ? OHL T.C.=835.00 ni o.'c:L'`o a a?- ° ^O ?? OHL e ° o-F.F,E.= 8+3r9 $+5•40 DUBLIN RDAD 80' R/W n c. d o 4.? Ob Qs2.?sC? 3 E43.40 ? g o.5 a 3 E ao o AFMERMcrn r.rnh a ??.ct ? - ? cicy ot n„nlifl APPRpVED AS NOTED ? m2 20 1? ?PPob• 26 •o g'3?3 0 WE SUGGEST THE FOOTER BE PK NAILED PRIOR TO ;-L0'F'-'ea*-9 536•40 CONSTRUCTING WALLS TO AVOID ENCROACHMENT. ? Tl'PICAL WALL SECTION 0 a This plot is prepored for the locol building daportmant's uae and rs not to be construed as hoving been preparad for the owner or for the use ol ? the owner /or ony purpase. W" PoroW No. .,? how deNrtnlnW tMl tA7o lot Ilea .itnm ms 1lmlte MANOR H9MES 4m= Flood Routing ol Flood Zone X_ oa aMwn on the Flood Iruvrarice see master g?ading Rate Map Iw ???? . Ohb. Commu?n?tfy? SURV'D DRAWN ICHECKED plo? fo? details Panel NumMr JqQQQ?? E//ectAv Dats y?SS SM Rev, 4-4-07 SS 2196-06 Rev. 5-7-07 SS I,D. J25 H:\DWG06PG\219606\219606PG2,DWG Order No. S?i 07/17/2008 13:58 6148464575 ? BAUER DAVIDSON AND M PAGE 01/01 BAUER, DAVIDSON & MERCHANT, INC. CONSULTING ENGfNEERS 255 GREEN MEADOWS DRlVE SDU1'H WESTERVILLE, arrr0 43087 PNONE: 814-846-3393 FAX: 614-846-4575 PL4T AIVD GRADlNG PLAN L0T N0. 27 L.LEWELLYN FARMS SOUTH PLAT BOOK 101 CITY OF dUBLIN PAGES 45 & 46 FRANKLIN COUNTY, OHIO November 28, 2006 z Scale: 130' Lor 2s 40. F.G.-846.3 um ?1.7 o ? $41. ? S4 41. 'SA 10 ~ 22' EA5 ? 20 NO BUILD ZONE I m INV. -832.6 Z EX. T.C. -87 ? 1 .00' . 79.04'. 25.0'R. EX. 20' SANfTAR1' SE'WER z 13.67'? g 19.29' fASEMENT O.R.V. 11252, PG. ? Q C?7NC. 1 `° " o • Q w o •, w I?d PJIT10 38.9' F.F.=843.9 1.() a C? ? r.o.e.=s42.s ? ?25.7' " ?14.1 ? ? Q e.F.=s35.4 a.3Ji- ? 4 y PROA. ? g 'a?o ? cn 33 ? 20.33_ ".?? G.F.C840.73 $ DR ? G F.?B41.5 51.3' ? ? 0 8.'? ~ 0 Icy ? 20.33 11.67' Fn S7.9ZE l?J (.D 80' BUILDIWG INE 41. N 25.7 4 ce- ? ?.? I `l 27 `n 5307 ? m - I ? s g o `°° m `=I 0.508 Ac. I ? g`? S z w i. n ? I--• N °co ro 36.00' r 11a 6. ? 6 i. - d?EAS MF,? z S ?F-- ? EXIS G N+?1TERL INE FASfME'NT ????? • O.R.958, PG. C06 G - f i.39 505'29 45 ? VEHICULA A OHL LE ?T.rC.=835.00 ' ??'? OHL ? _ro.e.- 8?.9 -DUBLIN ROAD 80 R/W - --. ,..,. ? •? ?._ .• Fae.. a4?.s . sDUBUN GRADE CER11FlGATE ???? JULY 15, 2008 .... T-0.0 = PROPOSED ELEVATIONS -T.F. `.s XXX.X = ASTBUILT ELEYA110NS : ,;r.?•,.? n,pK,,? WAU WE SUGGfST TN8 FOOTE'R BF PK NAILED PRIOR TO SECi10N CONSTRUCTlNG WALLS TO A1/Ofp ENCROACHMENT. tnh pai a pcpmed ra. NK lerd cuk&y depwimer?fs ux md ;s ner !e er eensnwd n lovmg em? peepmrd rer !he ewner or ?or a.r ? or t fM owsr !or ary pVrpwe. re nm eNwnaw uei u? ee w, .IMIA m. rmv Awo MMWL ANOR h10MES 40= Faoa Abutww a+ Ftm+ wwew ses mastsr &oe;ny ft, V*? FRANKLIN C0. , p,kL em.,r„iy SuRV'D MMN CMECRED pion Ior dsmds fto ,wrA„ 39049Caf28G wmff,,. Q,,, 5S SM Ref. P&GI2196-06 Rev. 4-4-07 SS 798-08 Rev. 5-7-07 SS I.D. j05 H:\Dwg 08 P&G\ 79808\7988dcgct.dwg Order No. ? 'o Q v m 'o L a O Z E L d a ? ? m ... ? ? m ? s t?, M0 o U e ` p ?' ? a ? P .? Q ? Y ^s' ?' u ? ? ? ti w ?. W ?p ? eo o r c? c c c = ?, ? m o m c > R m m? m o ? G ? W ? 2 C? cm C? • N m ? • ? . ? _ ? ? N = ? = Q m3 C ?, C? ? m C = V C LL, tL C. LL tL d W V W a tL W LL O ? y O \ ? i ? O C r ?. t? r?,??, ~ r ^ ? 4 0 h ? ?l `a. ? til `J ? ? ? ? ti` 1 • ?,? ? ? 1? _ y ? L ° _ O,o r_ 0 C o m ? a > _ 0 ? ? m a Y A? - c ? V c ?a s: ? m : 0 = m a a? a°f a ? ? ? = E ? 3 °' ?. o =d o? ? o °?n ? m ?? o m u? m m I =E o? y3 ?? ? ? o a m ? ? •? o ?E ? c aD cn ? LL v? u. m a oC w w rn ir a C7 _. a 'u. N u. ?. . ..? ? .?4. ___V. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of En ineerin Phone: VITDD 614-410-4600 g g Inspection Line: 614-410-4680 Fax: 614/761-6506 Applicant: Site: ? No Violations/Inspection Approved PLEASE PRINTALI INFORMATION No "?JD-?Subdivision: ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter a10. Adjust Manhole #o grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. x Erosion ControUSod or Seed (Ord. 7-75, Sec. 150.039(J)) (O.R.C. 723.011) i (Ord. 40-98, Sec. 53.090 (G)) ?14. Adjust Watch Valve to Grade ? 6. Replace Damaged Asphatt (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) ?6. Submit "As Built" Plot Plan Q?$'(B(O?a ? 8. Replace Damage d Cur b, 5 ft. Minimum Sec tions ( P o l i c y 9 8- 0 27) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ?IQ. Replace Damage idewal ikepath (Policy 98-019) (Ord. 35-74, Sec. 51. 11 _ ?18. Remove Erosion Control Measures ?'?m ao Comments: - Contact Building Division at 410-4680 for Inspection m?Kbe allr .9,ved pft o Inspector: ?ction hen work has been completed. The Engineering Final an O upancy Inspection by the Building Division. ? n?+o• I ? L.U Vq Re-Inspection: ?fApproved ? Disapproved a Conditional Inspector: I", b- Date: F, Engineering Final lnspection WHITE - Site YELLOW - File E 304 rev. 12104 PP DO NOT REMOVE THIS SHEET FROM SITE CITY OF DUBLIN ZONING INSPECTION FORM Land Use and Long Range Planning Code Enforcement 5800 Shier-Rings Road; Dublin OH 43016 [nspection Type(s): Residential ? , Commercial + ? Other ? Rough ? Fin4?']` Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 f.-1 Permit t' ?-`I Pro'ect Name: :." ;?er'?'e 'd'? 1 ,- f? Pro'ect Address: Contact Person: Contact Phone: Approved Plans, Checklist Yes No ? Y ? uctu re Installed per Access,°?y r No ? and Permit on Site es Appr6ved lan ,. Landscaping Installed per Yes [?j No ? Yes r Encroachment of No Build, No N Di b ?q Approved Plan P , o stur or Easement Area , io„I,?ID'eck Installed per _. ? ?..._. Yes F2 No ? Approved Plan Service Structures Yes[]'No? Screened per Code Signs Instalted per Yes ? No ? Approved Plan Zoning Approved 0 Zoning Conditionally Approved (See Comments) ? Zoning Disapproved (See Comments) ? Date of Inspection Inspected Qy COMMENTS r, Zoning Inspection Form PLA-120 Date 5/1/08 CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road " Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 MANOR HOMES 15 CLAIREDAN DR. POWELL, OH 43065 Apri103, 2008 RE: Building Permit Nearing Expiration Application Number: 07-200587 Address: 5375 ' DUBLINRD Project Description: SQ FT 5731 ' Dear MANOR HOMES: The Building Standards Division records indicate that the above-mentioned permit will expire on July 20, 2008 and that the project has not received a Fina1 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 of?'ice prior to permit expiration. There will be a$20.00 fee due at that time. We look forwazd to hearing from you soon regarding the completion of this proj ect. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, C 1-1- r1- Jeffrey Tyler Chief Building Official Division of Buildin g .Standards 5800 Shier Rin?s Road IC Dublin, Ohio 43016 Phone: V/'TDD 6 l4/410-4670 Inspection Line: 614/410-4680 CONDITI0NAL AppRpyAL AGREEMENT This aereement made and entered into by.and beriveen AlIl,'dr-- . Herein after known as the Project Manaaer/General Contractor, andTo) ? IanageriGeneral Conntractor) /}N?l Hereinatter kno?on as the Owner/Occupant, and the City of Dublin, hereOinafterOknown as t mutually agree and covenant as follows: he Ciry, wha 1- The Project Manager;General Contractor, who is constructing a new remis P es at: Building Permit No. ^ - ?5?? 2. The premises, as of the date this agreem ntissplleed or a Certificate of Occupancy. s Codified Ordinances, hereinafter known as the ode, and the efor il requirements of the Dublin cannot be approved. e additional final inspecnons 3• The list of items, which is attached to and is a part of the agreement, is accepted b bot M anager/General Contractor and the Owner/Occupant, documentation oi those it ms ne esPaoject be completed prior to the project seceivin? ry to ? final approval. - 4. Ac:rnowledging that the premises are not completed and that cenain -.iaems, as sho requirements of the Code of the City, the Owner/Occupant, requests that the City allows oceu anc e of the premises and use of the propertv as of the date of this agreement. p y 5. Tn return for such above Conditional Approval, the Project Manager/General Contrac comrlete all items as shown by (date) tor ag?'ecs to harmless and indemnify the City and its agertts, assi and further agrees to release, hold liabiIi ty, and/or responsibility that might arise a?a a esu(mployees &om any and all obligation, Conditional Approval ;?greement. . of permittin; occupancy under a 6• _ In retum for the City allowing conditional a pproval, the Owner;'Occupant hereby releases the City, its agent, assigns and employees fiom any and all obligations and/or responsibilities related to completion oP the premises, and further agrees to release and hold harmless the Ci ? the assigns and employees fi-om any and ail iiability that might arise as a result of occ ? its a?ents, premises. Furtiier, the Owner/Occupant accepts the responsibility for the completion of tho eotertts shown as incomplete, and recognizes thac the City may revoke the Conditiona ( Approvat '•?DIlBIINDATA PER SERVER\PER`.PERiTHOfVIEW^•OFF(CE'•Wp%pOCS'?OOC'FORb1S?CONDI'i'IONA(.pCCU°ANCY .4GREEV! ENT.doc Page 1 ui 2 Updaied 1-02 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. [he City or its agent shall- have full ac.cess to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part uf the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the Ciry, by acceptin? 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 aclcnowledges that he is under no oblijation tivhatsoever to enter into this A;reement, but that absent this Agreement, ConditiDnal Approval to use the properry 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 enrire scope of the building work has not been completed, but the Buildin; Official has determined the building can be occupied safely. , Project ylanager/General Contractor Date (Ptease Print) 1 Owner/ Date (Please` t) ccepted - Ci Dublin Date ral Contractor (Signature) x' /ie??? ?Q rn9? Owner/Occupant (Signature) "•OUBLINDATA _PER_SERVER\PERIPER\THObIEVV10FFICEIWP\DOCSIDOCIFORMS\CONDfT[ONAL OCCUPANCY .?GREEbiEUT.doc Page ? a f 3 Updated 4-02 :LIL Y4A ApPA21,1200IN Jeff Tyler, CBO City of Dublin 5800 Shier Rings Rd. Dublin, OH 43016 CENTRAL OHIO AGENCY Representing COMMONWEALTH LAND TITLE INSURANCE COMPANY RE: 5375 Dublin Road Permit #07-200587 Dear Mr. Tyler: 600 SOUTH H[GH STREET COLUMBUS, OHIO 43215 TELEPHONE (614) 228-4839 TELECOPIER (614) 228-0982 We hereby agree that the escrowed funds in the amount of $4500 as specified in the attached Escrow Agreement for this property will not be released unril a final Certificate of Occupancy is issued by the City of Dublin. In the event such fmal Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, ? °-/zzl°r ucas ? P ?v9-.11L. JL/ Enclosure CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dubiin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE TNIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type #W: ?/?/ft4/ Application # 71???iJ 7 Date d 2Z:? ,? The undersigned inspectors checked your property at 5375 4l1?Ll?! Rd for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS ? APPROVED ? DISAPPROVED By -,,4F! r ONDITIONAL CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dubiin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE • P • Inspection TypP ??? ?????? Application # 7' 2X50-7 Date 19 Z ' _ The undersigned inspectors checked your property at ???? ???sW4 ?g for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS ? APPROVED UrpISAPPROVED By, ?? ? t? CONDITIONAL , •. Applicant: CITY OF DUBLIN Division of Engineering PLEASE PRINT ALL lNFORMATtON ion Ncz?" 2-,,Subdivision: 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax:614/761-6506 ? No Violations/Inspection Approved` a Violatio ns/Disappraved NPProved For Conditional Occupancy ? 1. Clean Curb & Gutter U10. Adjust Manhote'to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) at1. Rebuild Manhale Throat (Sanitary/Storm) ? 2. Improper Approach (Qrd. 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. Ctean Street/Clean Sidewalk X 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (O.R.C. 723A11) 4 (Ord. 40-98, Sea 53.090 (G)) ? 6. Replace Damaged Asphalt a14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) 015. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 2 o ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ?17. ?9. Replace Damage idewal ikepath (Ord. 35-74, Sec. 51. 5-?-?dl , 4Q18. -/?.v? D ? ? b?'1 /7 Comments: , ' Submit "As Built" Plot Plan (Policy 98-027) Driveway Exceeds 8% Maximum Slope (Policy 98-019) Remove Erosion Control Measures Contact Building Division at 410-4680 for Inspection miK be apprS,t,ved pribrAQ-mg Inspector: work has been completed. The Engineering Final Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev.1v04 PP DO NOT REMOVE THIS SHEET FROM SITE Re-Inspection: ? Approved ? Disapproved ? Conditional ? _-- Inspection Type(s): ZONING INSPECTION FORM ZoninglLandscape Land Use and Long Range Planning Commercial ? Code Enforcement Residential ? Sign ? CITY;OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? TeleplioneADD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit #: i?f Pro'ect Name : ' Project Address: Contact Person: ? Conta.ct Phone: YES NO 1) _Appro_v_ed.I,@Adscape Plan & ROA YES NO 6) Siga-instailed-as- approved YES NO 2) Plans, Checklist & Permit on Site YES NO 7) gariCiirg-sgases, number & striped YES NO 3) Lighting.-installed per plan YES NO 8) HaRdieap spaces properly signed YES NO \ 4) Landscape installed per plan YES NO 9) Parking-islands 7 foot minimum YES : NO , 5) Mechanicals screened per code YES : NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) ? ?.. Zoning.Disapproved (See Comments) ? - Date of Ins ecrion Ins ected B COMMENTS -'r`A .? ?. . •, _ { . _. ?. ' . ?? ,.1,-.. , Zoning Inspection Form PLA-120 Date 08/12/04 . 1 o- N O ? F .-?1 : .. 0) rn, ic i? ? 4c ic ic i? 00 ? O N o .. LL, ? c Q 2 = x r1 N ? ? V C) Q ? V J ? ? J ? ? ? ?d za o?D L fLs 0 M r aWOr ?oC I"_ O zgWr ° O? mr 0 a 4J L C 'a C ? 2 G1 aJ L ? ? LL 0 W Q =w . ? a ? O "D fo O ,. CC N h C CO •r-,r- M oao 4- s O cn C .r.. >Or +J O S1 •r 00 = VLnp 171 ti ri f1.i Er CO a 0 1 RJ 0 0 0 0 1 1 O ¦ a 1 rm .-M O . .i• c t!? N d ?. ? Q V ? 'o a Z ? d a 01 'p m i ?u \ l ? ? C G NI ? \ O c ? U ` ? O ? Q ? Q 0 •.m. ? ? ° ? ? ^ ? ` ? o u c c c m 5 c?'i ++ m C 0 t? Of Q N 'C m C ^ ? o '? d ? C a ? ? a ? c w c N c N ' a ? K ? °-' c = u 0 a w w a ?i w . c d ? ? o r v q q `? ti ,?(,? ? ? in a v` ? ? x? al c -J CX S? ?\ 1? ?.,,y ? ?' ? ? o o ? Z•- .. c?' ? •? ? 'i?a i-D ? = a 3 ° ? c o c o o? w c ? = m o c c V c c o a? •.• •• • a? £ v? ? t w !? a c . ? C ? C m O O.,+ O !?0 1 O m m?y p 7 A? O i a? rn U. cc w w?n ? a c9 ... a ? n? u. This permit form is provided by the Building Industry Association of Central Ohio as a public service. r1,XJ APPLICATION FOR BUILDING PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE ISSUED IN OHIO UNDER AUTHORITY OF: ? Bexley 0 Groveport 0 Westerville 0 Columbus ? Hilliard 0 Whitehall IN Dublin ? New Albany 0 Worthington ? Franklin Co. 0 Powell ? • Gahanna 0 Reynoldsburg 0 0 Grove City E3 Upper Arlington 0 E. PRINCIPAL TYPE OF FRAME 113 Masonry (wail bearing) 13 Structurai Steel 1. IDENTIFICATION STREET ADDRESS CITY2IP OWNER'S NAME ; p? 1?orni.S s?+? G kny b?-? or. y-1t?:v BLDR./CONTR. NAME lS, `N ARCH./ENG. NAME ? . • ?_?L? ?jpC ?j ??? ?'?'?kII" ?'`? ?? ? - g"?w? 2. Street and number location ? s?l? ot ber Acres A. N S E??side of ku/3L;? ? Priva?e S???t. B. _ feet, N S E W, from intersection of 3. Subdivision L1i'vJc? ?„h4 S?kY?'fownship Municipality Nearest Major Intersection bwii i2v,6-A ? DA 4. County Auditor's Taxing District Parcel No. 2?'_3-[)J1 l 3J2 ?dw 14, e2. , vPPEt' A. TYPE OF IMPROVEMENT NON-RESIDENTIAL 1Z New Building 13 Repair, replacement 13 Church or religious O Swimming Pool ? Addition-Alteration 13 Industriai [3 Parking Garage 13 Office, Bank 0 Other 13 AccessoryGarage 13 School 13 Public Works B. OWNERSHIP 13 Other 1!1? Private [3 Public (Federal, State, 0 Non-Profit Local) C. COST (Omit Cents) $? Z-PS— .00 D. TYPE OF USE RESIDENTIAL 0 One family ? Two family 13 Three family ? Four or more family. ? Accessory Garage E3 Swimming Pool 0 Other Total No. of Bedrooms: Bath 5 Wood Frame [3 Reinforced concrete [3 Other F. TYPE OF HEATING FUEL ff Gas [3 Electricity 0 Other_ Zoning District Date Dwelling or Bldg. Permit No. ??• 2-00Sg q Plan No. Addenda BUILDING LOT Has deed for this lot been recorded? 13 YES 0 NO If answer is NO, approval of Planning Commission is necessary before lot can be recorded. G. TYPE OF SEWAGE DISPOSAL M Public Sewer 13 Private system H. TYPE OF WATER SUPPLY M Punlic El Private (well, cistern) FE SCHEDULE &?;? anc Alter./Add. LPla'n Exam. ?t?e, TOTA BUT AINS Gross Sq. Ft. LivingArea Sq. Ft. Garage BUILDING DIMENSIONS Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, ail rough inspections, insulation, pre-lath, final for certificate of occupancy. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State ot Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to con u t the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify th h' for ti and statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. ? ?^ ? A_, - Applicationby -? ?---..--... .. Address 1.??.!`?CJ-7?.?.'?Wlv ???'? Owner's or AgenYs Signature t 3vioS7 DO NOT WRIT BELOW THIS LINE Office Use) ??iA'u" ?y -------- -?-- Plan Examin s A proval: D/?te? ? Zoning App M D ?!g s uing Authorities Approval: Date? Si ignature? 9nature ? ?rSignature DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-ApplicanYs Copy IREV. 0 ?9]I , - 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 . .... 07-00200587 Date 5/30/07 Revision number . . . . . . . 2 Property Address .. .... 5375 DUBLIN RD Parcel Number: 273-011133 Alternate Address: LLEWELLYN FARMS S#27 Tenant nbr, name .. .... SQ FT 5731 Application type desc ription RES SINGLE FAMILY DETACHED Property owner . . . . . . . DUBLIN MANOR LLC Contractor . . . . . . . . . MANOR HOMES -------------------------- Permit . . . . . . --------------------------------------- RESIDENTIAL BUILDING PERMIT ----------- Additional desc . . Permit Fee .... 5 0. 0 Plan Check Fee .. .00 Issue Date . . . . r'JValuation . . . . 0 Expiration Date . . 11/26/07 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 -------------------------- Permit ...... --------------------------------------- RES HEATING, VENTILATING, A.C. ----------- Additional desc . . Permit Fee .... 250.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/26/07 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 -------------------------- Permit ...... --------------------------------------- LOW VOLTAGE ELECTRICAL PERMIT ----------- Additional desc . . Permit Fee .... 140.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/26/07 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 -------------------------- Permit . . . . . . --------------------------------------- GAS LINE PERMIT ----------- Additional desc . . Permit Fee .... 70.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/26/07 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 ..... 07-00200587 Date 5/30/07 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 . . 11/26/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 ---------------------------------------------------------------------------- Special Notes and Comments Site plan does not scale correctly therefore it cannot be reviewed. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. - CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dubiin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number ..... 07-00200587 Date 5/30/07 Revision number . . . . . . . 2 ----------------------- Other Fees . . . ------------ . . . . . . ------------------------ RES BLDG INSPECTION ----------------- 550.00 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 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 .00 .00 8344.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date W'7_'on Application No. O-4• Z(? ?3,?5 09k" ICATIQN OR ELECTRICAL PERMIT t-? Job Address Parcel No Subdivision rmgm!& Lot No. 21 LL-F Owner Namemuio.c "/ltS Telephone Colo - Contractor NameAffieDQ??r4)m Contractor Address 6 lo `l(oa S(OR 1 Residential: New Sq. Ft. A.lterat Temporary Service $40.00 .................................................. $40.00 Minimum plus $20.00 for each additiona15U0 Sq. Low Voltage Systems: Square Feet Dublin Registration No. 0-1 ' S'7 q 8 )n Sq, Ft, - aLko ................................ . -'' 1000 Sq. Ft. $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. ax fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 ............::............................................................................................................ $60.00 Minimum plus $60.00 far each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) ?-.-? Total $ JOB DESCRIPTION e?LCt• &11663 6Ad This permit is granted on the express condition that th said work shall in all respects, conform to the ordinances of the Ciiy of Dublin, all the laws of the State and the National E ric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation o any provWs of said laws. 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 ..... 07-00200587 Date 10/03/07 Revision number . . . . . . . 3 Property Address ...... 5375 DUBLIN RD Parcel Number: 273-011133 Alternate Address: LLEWELLYN FARMS S#27 Tenant nbr, name ...... SQ FT 5731 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . DUBLIN MANOR LLC Contractor . . . . . . . . . MANOR HOMES ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee .... 240.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/31/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 ---------------------------------------------------------------------------- Special Notes and Comments Site plan does not scale correctly therefore it cannot be reviewed. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 07-00200587 Date 10/03/07 Revision number . . . . . . . 3 ---------------------------------------------------------------------------- Special Notes and Comments REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Top of block and grade changes only. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 240.00 .00 .00 240.00 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 E " Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. d 7, ???? 'g '7 Date IgNew ? Remodel Vf 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 Administrative Code, and all regulations of the Franklin County Board of Health. r- --11 --7 t-- r? I i , nJ Job Address ?..J ? Parcel No. L Subdivision/Project Name I Lot No_ ' ?? ? _006 Owner s Name Telephone Contractor's Name Telephone Contractor's Address e ?. t ation Number Does the sewer discharge into an individl4 ?tw Syrt? or sanit ?z?? Ja `"Z Ser How far distant from any dwelling, well or cisterh'is the sewago:t'art?`?,,;e What is the size of the main drain? 3t? Of what* ?46lw ?rent pipes consist? Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW INSTRUCTIONS This form must be properly filled out and returned to the office of the Ciry accompanied by a fee calculated upon the following"'basis: RESIDENTIAL Application for permit & first fixture............................... $50.00 ?3J - Number of remaining fixtures:X $10.00 = $ Total Inspection Fee ..................................................... $.370,0p Re-inspection fee (based upon d AirAdmittance Valve S "Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers ? Drinking Fountain Floor Drains / :)f Dublin at least four days prior to the date of the FIRST INSPECTION, COMMERCIAL Application for permit & first fixture ..............................$60.00 Number of remaining fixtures X$12.00 =$ - Total Inspection Fee ....................................................$ _ Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Hot Water Heater / Interceptor Kitchen Sink Laundry Trays Lavatories Mop Sinks Outside Faucets Roof Drains I Rouqh-in Openinqs for Future I I ' Sewage Ejectors I I HOT WATER TANK REPLACEMENT FEE $35.00 QtV. Showers a Sterilizers Sump Pump / Trap Primer Urinal Wash Fountain Washing Machine Water Closets Water Lines Water Storage Tank Other Q a; 5 ; ,( ( 1 GRAND TOTAL 33 C1? 0 ? QK Division of Building Standards , CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ..... 07-00200587 Date 6/13/07 Revision number . . . . . . . 2 Property Address ...... 5375 DUBLIN RD Parcel Number: 273-011133 Alternate Address: LLEWELLYN FARMS S#27 Tenant nbr, name ...... SQ FT 5731 Application type description RES SINGLE FAMILY DETACHED ---------------------------------------------------------------------------- Application desc SQ FT 5731 ---------------------------------------------------------------------------- Property owner . . . . . . . DUBLIN MANOR LLC Contractor . . . . . . . . . MANOR HOMES Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee .... 370.00 Plan Check Fee .. Issue Date . . . . Valuation . . . . Expiration Date . . 3/07/10 Qty Unit Charge Per BASE FEE 32.00 10.0000 EA RES PLUMBING >1 FIXTURE .00 0 Extension 50.00 320.00 ---------------------------------------------------------------------------- Special Notes and Comments Site plan does not scale correctly therefore it cannot be reviewed. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified 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 ..... 07-00200587 Date 6/13/07 Revision number . . . . . . . 2 ? ---------------------------------------------------------------------------- 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 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 370.00 .00 .00 370.00 Plan Check Total .00 .00 .00 .00 Grand Total 370.00 .00 .00 370.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • lnspection Line: (614) 410-4680 1 pa?0 r These drawings have been reviewed for and shail comply with the 2004 Edition of the Residential Code of Ohio. PLA N R EVIEW C HE CKL IST 01 ' ?65? ApPlication No o a w . ? Date Reviewed? U m ? o cr ? _ ? Plan Reviewer's Comments & Notes Reviewed By ? o Z c a a ? V a m u ? •' Approved wvot?l? o ? a Z a c m ? 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 10" 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 'k° on R309 Attached Garage Fire Separation all common walls per City Ordinance 5.7 sq. ft. (24" net hgt 20" net width) max. window still R310 Bedroom Emergency Egress lhgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior poors Bafh 2'4"x 68', habftable space 216'Sc 6'87(min) R311.4.3 Landings Minimum 3' x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type X" Bsmt./hallway/bedrooms wired to prime electric/battery R313 Smoke Detector Locations pack - upli'nterconnected , 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 & tocation(s) R403.1.6 Foundation anchorage 112" anchor bolt Q 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 Floor joist(s) allowable spans Lumber speciFications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) 8 R502.5(2) R502.6 Bearing 1 112" for wood & steel/ 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame lnspection PLA N R EVIE W C HE CKL IST ? d E o U ? a o o Z Q o o ? O E m E C -a a?i cr GC ? a ; ? d ? ? a a Z . lan Reviewer's Comments & Notes . R503 Floor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers Tables 502.5(1) & R502.5(2) R602.10 Wail bracing R603 Steel wall framing R703.7 Masonry veneer Table 703.4 R802 Wood roof framing Show truss profiles on roof plan R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowabie raRer spans R802.10 Roof trusses ? Stamped engineered roof trusses required at framing linspection R807.1 Attic access 22"x 30" R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys park arrestor with rain cep R1003 Masonry firepiaces Table 1003.1 & Figure 1003.1 R1004 Factory buift fireplaces R1005 Exterior air suppiy M1701 Combustion air 50 cubic per 1,000 btu/h R602.3.1 Stud size 8 spacing Table R602.3.1(2) Front & Back Form Revised 04/12/05 BLUELINX CORPORATION Pat Gooda/l 12 Oct2007 1:03 pm 4300 Wildwood Parkway , Atlanta, GA. 30339- (770)221-2517 FASTBeamO Engineering Analysis 01996-2006 Georgia-Pacific Corporation Version: 7.1 Build: 7.1.0.5 - ------- J2 . - 101ZU7.K3D 7,77_ITZ7 777ye .._;.. . N .q.iz/Nf Mark #: Joist - Original Configuration JOIST CANNOT REPAIRED. SEE NOTE 13 Usage : Joist (Floor) Spacing (in.) : 16.0 Max Defl : LL = LI480 TL = L/360 Composite Action : Yes ("See Note #10) i ? - _?. O.U i 3.5", 425 psi -40 ? ? ra , ? r ? LOADS ProjectDesign Loads : Floor.-Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location• -- pan6ta n s Additional n o Spcg Sen Uniform(psf) 55 40 100% 0 0101. 19' 3 3/4" 16" o.c. Base Unifo[m L "Dimensionsmeasured trom e en w en span#is 0, ofherwise, fromleftend ofthe specified span. SUPPORTS(Ibs) Max R'n 708 708 Min R'n 193 193 DL R'n 193 193 Min Brg(in.) 1.75 1.75 Stiffener NO NO DES/GN Value Span X Group Allow LDF Ratio V(Ibs) 697 7 0' 2" 21 1420 100% 0.49 M(ft-Ibs) 3419 1 9181, 21 3545 100% 0.96 LtRn(Ibs) 708 0 0'0" 21 1371 100% 0.52 SeeNote#5 RtRn(Ibs) 708 0 19' 4" 21 1371 100% 0.52 See Note#5 LLDefi(in.) 0.45 1 9181, 21 0.48 U511 TLDefl(in.) 0.62 1 9181, 21 0.64 U371 USE: WI 40 11.88" (c?16" o.c. f meets/exceeds APA-11 7/8" PRI-401 Grade, Depth se%cted by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1. Designed in accordance with Nationa! Design Specifrcations for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depih lateral support at all bearing locations. Continuouslateral support required for compression edge. 3. /ncrease in moment capacity for repetitive member usage is no longerapplicable per NDS 2005. 4. Loads have been inputby the user and have not been verified by Georgia-Pacific Corporation. 5. This reaction is based on the combination of/oads B duratlon factors that produces the highesfstress ratio and may be /ess than maxlmum reacfion. Therefore, when reacfion values are required, use Max R n from 'Supporfs'section above. 6. Bearing lengih based on design material; supportmaterfal capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the inpuf /oads and product application. S. Thls engineered lumberproduct has been sized forresidential use. A concentrated load check, per the buildingcode, must be performed forcommercial uses. 9. Design valid fordry-use only (?ess than 16% moisture content). 10. Floorsheafhing of3/4" nominal APA rated OSB or plywood must be glued-nailedto joists and spacing must not exceed 24" o.c. Live defl'n exceeding U480 notrecommended(i.e. U500 is OK). 11. Company, producf or brand names referenced are trademarks orregistered trademarks of fheirrespective owners. 12. For explanafion of GROUP, change fo expanded pr/ntout. 13. I JOIST CANNOT BE REPAIRED. ANOTHER JOIST OR PROPERLY SIZED LVL CAN BE INSTALLED WIHIN 3" OF THE AFFECTED MEMBER AS A Page 1 of 1 06115/2007 08:58 6148463393 BDM PAGE 01101 uor J..G, rr?r? r 14..l:.J b14iiLF174J.? MAP1Uh HlJMES PACE 0$/04 , ??? ?? DUBLIN Dh+ision o# Buiiding Standards - 5800 Shier-Rings Road • Dublph, Qhio 43076 Phone; (614) 470•4WU • Inspectivn Line: (614) 410-468Q APPlicalion IYumiber: 0:1•'?i?,$? SURVEYOR BuILnraG LocATIoN Ava rlRst FLooR Er,EVATIaN f di-I CERTIFICATION FQRM I, #he unden. pg"eal, rla herepy aertWy #h@ #oltawing locatiian of buikling and elevatian of top af the foundatlan uwall at the refemnced propertl?. rt ps the buildQrs responsiblllly tn inscsre thait the Icscatidn anq elevatioti- of't#W tOP 4f-tftL* ftaulldaNon wall SYstem, as par tF?e approv? p Mus the 8r?'t floor t' ntg,'. cMpIY wpCh'tftc Sf#e ,0atl..aPprov4d by the Cily of Dublin (pn reFer+2,nee to !he City af Dub#in -CadMqd.'0t'dI"=0#.jS.j5.42 (k)). BdUER, DAITIDSRA & M,MCHAft, IAC. CoRultfn Engineers . O1A?neP: 14 vm SubdiVi$Iof1: Lot Nunnber: ? SW ZEL 0 L c? 12 0 Appraved Fotinda#ion Eleva#ion Ar-tual Top uf.Foundotian PrOfIessionaI Seal. 4 p.eO ? .?''?..»"`,?.0 ROBERT S1`OVEH . 7244 . FOe1t alaave mealM sea le"l. 844.5 Fee# above Mean sea level. ? - Signure af Surveycr ? Robert B. Stoyver, Pro#easfanal 5urveyor No_ 7244 June 15, 2007 ? r. ThI,s fonm is to do com le "i ?v . ? e fiaundation i?nspec?on a?rd must be made availabiie on-slte Wr+'rth khe approved pr?fft. RxaWsurvOy oz.N1a , CITY OF DUBLIN Division of Buildfng Standards • 5800 Shier-Rings Road • Dublin, Ohio 43096 Phone: (614) 410-4870 • lnspection Lirie: (614) 410-4680 Revisi+on Application Revision Fee $ ? Application Nunber 0 7- Z06 ?? ? - Atldress ?/,7f?. Rea.son for R.evision f?i ?I?E LcJ+,???- C??l?t 3?"I7?1/?ovw? f/gAt . "Note: All revisions must be. cle? highUghted or clouctred fln all the revised plans and plot pl.ans.** Conta.ct Name ??3?7 rAl" Contact Phone Number ? 1?4- 137-l7W For office use,vnly Revision is to be reviewed by: Building*Division PlanninglZoning Division Engincering Division Major Revision Minor Revision Suppiemental Informa.tion Updated 8-23-04 INC MERCHANT . , CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT N0. 27 LLEWELLYN FARMS SOUTH PLAT BOOK 101 CITY OF DUBLIN PAGES 45 & 46 ? FRANKLIN COUNTY, OH10 November 28, 2006 ? Scale: 130' LOT 26 F. G. =846.3 Q,SA EX. 20' SANITARY SEWER EASEMENT O. R. V. 11252, PG. ?- L.C) 3/4" W ? s ? 1 "y, M 1s.sb •"1 ' PROP. ? o DRIVE . ? 33 w ? 33 51.3' • ? G.F. SLOPE ? ?? " lN?20.33 11.67'? 7.9% v?? ( S ? - I ?1 - . - - ?.33' L-Li w I I WI 80' BUILDING INE 8 N 25.7 Q ? z I 2 (a' ? O a c r ti?? "- ?? ? Q I cn ? 27 ?V a ? U 7. 0' Is U ? ob w # s3?S? c? m z I ? ? m ` o I 0. 508 Ac. o g O z .N?w _?ti N ? I F-w-I °m 0°0 36.00' w EX, a° E 836.0 ? ENT Y FE TUR -? o? ?; o I EAS M E °z J ST EXIST! G 4TERL NE EASEMENT O.R. G 958, PG. C06 .=835.81 ____ _ , ? ,? • G otvv L W °_'? T 110.39 S05'29 45 E T 0 1 , OH 7e ? ? C ? VEHICULAR AC POLE ? ,O ? ? !n • .??_. ? c T. C. =835. 00 tg ? a a ?+o OHL \ ,c a b o -F.F.E.= $4e3:9- 945.40 ROAD 80? R/W v .. ? -r.o.e.= DU,BLIN ? C ? c H mv •_? - - n's 3 y o .. Fc.E.= 84a-9- 343.40 ?v?.n. a ? ENC:I?iF,F,RINGC NiPI.IAN _. ? °_- 3 ° y y CItV Of r1lJbllFl ? b aba APPROVED AS NOTED N mZm? lEPPob-26, 07 o .*». to _g, ?F:F ?H3 (v . GIO WE SUGGEST THE FOOTER BE PK NAILED PRIOR TD 33 (?, 4.(? CONSTRUCTlNG WALLS TO AVOID ENCROACNMENT. a TYPICAL WALL .,, SECTION Ais plot ia prepared for the local building deparer??13R" to be construed as having been prepared for the owner or for the use of the owner for any purpose. ?`*""°x ?? We have determined that this lot liea wRhln the IimRa Porcel No. MANOR HOMES ? = Fiood Routing of Flood Zone X_ as shown on the Flood Insurqnce S@B master grading Rate Map for FRAN fs/L? IN CQ? , Ohb. Communlty ` s SURV'D DRAWN CHECKED plon for details Panel Num6er l??Sti? i4 V V Effectivs Date 8-2-95 SS SM •Rev. 4-4-07 SS 2196-06 Rev. 5-7-07 SS I.D. J25 H:\DWG06PG\219606\219606PG2.DWG Order No. 1 no" »a,anorsm ssar ? 4g I ,?p 9 XW ?0?? Od ? z 0 z ? ? O x90£i? ' ` ? id 17 ??1V Nb ? SEIWOH NONY W O ? ? m 00? 14 Q? 4 Gl j O p U U 1 ? Q „ t t Q R ? a UL ? _ LUo Q ? aoac z z n ?(?/ Z ?Q 'I I' Q IL . IQQ 0? J ?=?D Wz Q w ` '?r ? p WO Q? z U utcr)?'? wQ U f!j ? uj ? Q Q ? w??ui ?-p O ? ? . , • = U ? tQ ?QQW F}- J Q ? ? W ? ? m??p zlu Q 1r' . tn a- 4 -?? z ?? ? Z Z ? U --i ?Q VO tu q Q 9. Ul QUIL ? .4 Q ? 2Z 0 mX 4 ? P mpOW r? z? o o ? Z ? u? d w Z ?-aa`? O 3 ? ? V? ? Q ? p?^? ?? v Q V1 ???? ? OC?= piu W z> ?U ? N f? ? ? ^ 0 2 W ? L? ?Q?'=" O IUL Q ? _ W 0 ?O~~0 ? Z W >- ? 0 OU a ?WazQ Q-MO- x ??' a Q ?wV?Z LLJ ? 4 ? r m t1.? ? 4 ? in ? m ? O II p', - Q o O ? ? O ? n ? ? V ? ? a Z•? r „O-L 0'q „4-LY O „4',9 O CXE O `O?L $ Y ? Ei o- • Q ,? , „ ^ 4 Y ut-,z ? ? ??o-,£ ??o-,b ?' Z ia 1 ? + 4 LL 3 ? O 0 W v 7 i, F I ? t£ n a I? ? V ; u Ql Z ? i ? ,t J o-,? vdo.ax r r i Y ; .ir,z ,o-,? ? p ? ? o ? •b ? in i ------ ? J 91 --------- ? ------- 3 U _ a tL ' A i _ ?'` s-,a •Vdo.6x 1 oO''f i y r . zy l LL ?? 1??9 0 y ' O a = ----------- :? - - --- ------ --- ? ? ? J n "' """ 17 .o-,f • T - M1V9 ?I ' --- --- ? P P ? 0 _ r a ? V ? b "4 „I-,b ',L m Q s 3 ? Q o v ? xa Q ? - -- o ? • .V , „? q a ? ikaai I I .hc - U 4 ?1 ?? ^ O ? ? 4 Y M P P Z a1 `f Y1 ?D 6 P - M Y L ? 0 4 4 9 4 Q 9 4 4 4 4 9 4 4 V 4 ` d 'v v e? .C m S in 'a v ?n m m m M . .o ? o `4 R 4 4 4 4 R R 4 4 R 4 4 4 4 ? e? ia ?0 ? m in 's? m in ?0 a? m ? en +0 3 3 ? ? Z Z Z Z W ? Q z z z z z z z z z z z z a z z U 4 4 4 4 4 4 4 4 V 4 Q 4 p 4 4 ? y? 7 x Y x W x .4 x m x .D x m x Y x 7 x 0 x m x m x N x m = ? x ? a 4 4 4 4 4 $ 4 4 4 Q a ° 4 ° ? ?O O O VI MI T iq df O D dl i?l 'D 01 'O O 0 g ? o ? ? m ? m ? ? a ? m a ?ZUW Qp? E SY a. 0 a z+- U! ?U?'w a? p, V ? a ?1.? ? Q 0 ?O -? ?? wQ ? wUtA ? ? a ? Lvr AZ? & V, iA BAUER, DAVIDSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OH10 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADlNG PLAN LOT N0. 27 / LLEWELLYN FARMS SOUTH,/ PLAT BOOK 101 / ? CITY OF DUBLIN PAGES 45 & 46 FRANKLIN COUNTY, OHIO November 28, 2006 z Scale: 130' ? BN?p?idl?i (NSPECtION L!N 1''v ;_:?UiE IN5!'c;;TI'i <°{ L"N? ,N?°?"?D 'NSTFl3C'I?'NIJ, ? f? :NSPEv7ivN EX. 20' SANITARY SEWER EASEMENT O.R.V. 11252, PG. saw AN Nedn*d ??Nt fRbM PUBLIC R.O.W. ? CALL PlANNING ONISION ?n i? ? ° mm0 ? 2 7[t D ? cn y U O b? U U C ? 3 p1 U j C 'G r a •°-' ?' Q. 8 ? a U ? O ? ? " d ? U In W y,,o N Z u? [ o o•yb G ?'rav C co: %? i > G b C O NO?? C oO ? ? g W eN`a ul «3yo o?s:a ti ? ?L { a?i y N N ? ? n? v °) mZmm .? ,?w* J < C -? A --t ? m ? Z Q ? n X-z ? ? ? ? D b°;4 G ? J cor 2s ^ , j 7.0' 7? M W h? ? ??? _ T.C 835 00 ?? ?Rt '??' P? f CAF OHL -F.F.E.= 843.9 ? -T.o.e.= 842.9 ? DUBLI N ROAD 80' R/W F.G.E= 841.9 J I HEREBY CERTIFY THAT THE GRADE ELEVATIONS SHOWN ON ENCINEFMC, rnNIPt1ANcE ? yING THIS PLOT PLAN ARE THE City ot Dab[in ' a? RESULT OF AN "AS BUILT" SURUEY APPROVED AS NOTED < PERFORMED ON F- PP 05 • ? b• O-:F -B.F.= 835.4 ? WE SUGGEST TNE FOOTER BE PK NAILED PRIOR TO -T.O.F.= 834.9 ,/ CONSTRUC7ING WALLS TO AVOID ENCROACHMENT. :..: . ; ? TYPICAL WALL a SECTION SURVEYOR OR BUILDER SIGNATURE DATE ? 0 ; This plot is prepared for the local building departmenf's use and is not to be construed as having been prepared for the owner or for the use o ? the owner for any purpose. S Parcel No. we nave aetem,r?a << mi9 loc ire9 wlthin me rmrrs MANOR HOMES - Flood Routing see master grading of Flood Zone o? 3hown on?the Flood Insurunce SURV'D DRAWN CHECKED plan for details Rate Map for FRANKLIN C0. ? ohio. community ectivs Date / SS SM j Panel Number .?39n`}9CO ? ZBGIEN ?? ? i Rev. 4-4-07 SS 2196-06 ? Rev. 5-7-07 SS 1,D. #25 H:\DWG06PG\219606\219606PG2.DWG Order No. aS NO-i ,.. ? BUN, ve-- o7-zaos87 ,,?' 'ceman &Blinn, Inc. Structural Engineers 4351 Dale Dr., Ste. 250, Dublin, OH 43017 •(614) 791-1575 November l, 2004 Jim Irons Manor Homes 15 Clairedan Drive Powell, Ohio 43065 Re: Floor joists capacity - Double every other joist Our Job #04-297 Dear Jim: RECD NOV 0 3 2.nn4 You asked me to check the capacity of 2x10 #2 S-P-F floor joists spaced at 16"c/c with every other joist doubled. Based on 40 psf residential live load, L/360 deflection criteria and a bounce factor, we have determined that the nlaxiinum span of this particular joist configuration is 1 T-10". As the span length approaches the maximum span, the joists can still sag and feel somewhat bouncy even though the joists may be within the maximum span linlits. If you have any questions or require any additioilal information, please call otu office. Sincerely, . ", ? Gregory W. Myers , R ymond L. Blinn, P.E. `F z RAYMOND L. ^ - BLINN - 40678 W = . . .?'0 ????8bNA4??`??• r?i? FEB-19-2004 12:10 . Submittal Sheet EDWARDS INSULATION 0 7- #? 11 Q 5$-7 6143516650 P.02 R-30C FlberglaO lnsulat6on Unfaced, Kraft faced SuperiorThermal Control Owens Corning R-30C Thermal Batt Insulation is designed to provide maxi- mum thermal performmice for cathedral ceiling applications. R-30C Thermal Batt Insulation is avai]able unfaced or with a kraft vapor retarder. LongTerm tn-Place Perforrnance R-30C Thermal Batt Insulation is dimen- sionally stable and wili not slump within the cathedral ceiling cavity. Due to its inorganic na.ture, Thermal Batt Insula- uon will not rot or mildew and is non- corrosive to steel, copper and aluminum. 5ixod for Proper Ventilation R-30C, Thermal Batts are designed to eliminate R-valae loss caused by com- pressing standard R-30 products in 2 X 10 cathedral ceiling construction. 8 1/4" thick, R-30C Batts prevent moisture damage and help assure long xoof life by providing 1" of ventilation air space between the insulation and roof deck. Easy Installation R-30C Thermal Batt Insulation is easy to handle and install. Designed to friction-fit in standard 2 X 10 cathedral ceiling construction, R-30C Batts elim- inate the need, in most applications, for venulation baffles. Trimming and fabrication can be done with an ordi- nary utility knife. Technical Design Considerations The krnft facing on this insulation will buna and ntust not Ue leff exposed. Install facing in substantial contact with the fiiush znateriai. Protect from open flame or other heat source. Cathedral ceiling applications require that the building envelope block the movement or air from the outdoor environment to the conditioned space. Neither the insulation nor its facing should be reJied upon to provide an air barrier. Failure to provide an air bamer could lead to loss of thermal control, discomfort of the Uuilding occupants and frozen pipes. Owens Corning recommends that a vapor retarder should be used in most climates. In climates requiring winter heating, the vapor retarder should be placed towazd the wann-in-winter side. In humid clirnates, like the Gulf Coast, follow local building practices for vapor retarder placement. In all applications utilizing a vapor retaz-der, maintaining the facing integiity may be important for effective moisture / hunnidity corztrol. Repair any punckures or tears in the facing by taping. Follow the tape manufacture's application recommen- dations. Insulation insialled too close to lig}it fixtures may affect the luminaire's performance. Do not instflll insulation on top of or wittun 3 inches of recessed lighl fixtures unless the fixttires are approved for such use. This is a requirement of the National Electric Code. R-30C Fiberglas° Insulation for 2X 14 Cathedral Ceilings in$taliation R-30C Tharmal Batts are intended to be friction-fit between wood rafters. In appLications with irregular spaced rafters, staple the facing flange to the bottom face of the roof rafter at 8 to 12 inch intervals. Tightly abut batts to prevent thermal Ieaks. Provide vent openings at eave and peal:. Cathedral ceiling insulation should be installed to provide a min- imum 1" ventilation passageway between the roof deck and insulation. Use a vent baffle to assure proper clearance where necessary. 91/z", R-30 Insulation Batts Standard Batts compressed into a 9'/4" caviry wit6 vend{apon b ffle added to allow 1" air space delive?iproximately R-28 8114", R-30C Insulation Batks New R-30C 6ans provide the recommended venfilation air space when propcrly installed and deliver a full R-30. TOTAL P.02 Sweet's 072101POL , Buyline 1453 ? ' TECH t1tPolyMaster.11 FAC T S ? PolyMaster is a regisfered Irademark. SPECIFICATIONS: PolyMasterO Foamed=ln-Place Insulation R-501 PRODUCT USAGE PolyMaster Plaslic Foam is designed for lhermal and acousli- cal reduction and is highty cosl effeclive as an insulaling ma(erial. Because Ihe resulting foam is an "inerl solid malerial" according lo EPA, it is suilable lor applicalions such as filling of Underground Storage Tanks (USTs) and other applicaiions where inert solids are required lo (ill empiy "voids." As an insulaling malerial, the foam is designed to be used in new or retro-IiI commercial and intluslrial applicalions to insulate concrele block and vertical walls, PRODUCT DESCRIPTION R-501 foam is a second generation amino-plasl polymer which protluces a non-loxic and odor-Iree malerial which is environ- menlally friendly. PolyMasler's loaming process, which is unique to Ihe induslry, uses lwo waler-soluable components o( a Iree-Ilowing powdered resin and an aqueous based foaming agent. Compressed air is used lo generafe a tlense closed- cell loam which is then physically coaled wilh Ihe water- soluble resin. The loaming agenl reacts with Ihe amino-plast resin within 1030 seconds, lransforming Ihe (oam inlo a rigid, plastic solid. This process is similar to Ihe reaclion of a two- part apoxy resin and produces a(inished product lhal is inerl, lighl-weight, antl non-flammable. Unlike resins used for convenlional (oametl-in-plaee materials made from liquid lormaldefiyde and urea, PolyMaster's kiln- dried polymer resins are complete and only require mixing with water to make consislent foam every fime. R-501 Plaslic Foam is (ully expanded as it leaves fhe mixing equipmenl, and no luture expansion of lhe product will occur. The light weighl foain is sell-supporling up lo Iwenly vertical feet making it an exceplional material (or cavily fill lo help achieve a high comfort index and low energy costs. The hardening lime for R-501 can be adjusted from 10-30 seconds for various applicalions. In addifion, PolyMaster R-501 can be applied year-round because ambienf lemperalures do nof affecl the cold selting (hardening) process. R-501 foam has the unique ability lo self-insulate againsf (ire as it forms a hard, Charred crusf when exposed to intense heal or flame. There is no ilame advance beyond Ihe source of ignilion. PolyMaster R-501 will noi drip or melf under fire condilions. INSTALLATION The R-501 product (resin) is shipped in dry powder lorm and has an unlimited shelf life. When neetled; Ihe resin is simply mixed wilh a prescribed volume of waler, assuring consislen( results wilhoul worrying aboul product shelf-life. During appli- calion, PolyMaster R-501 can be injected inlo a wall cavify Ihrough a hole as small as 5/8 inch and can be installed inlo drywall, (rame, brick or block conslruclion cavilies. Because of ils superior insulating properlies, linal drying to remove lraces of waler will need 'aI least 48 hours or more belore final linishing is performad. To assure proper inslallalion, ihe appli- cation of R-501 should be per(ormed by PolyMasler, Inc. irainetl prolessionals. EFFECTIVE THERMAL RESISTANC E"* - ASTM Test Test Temp R-501 Method R Value 1" 25° F 4.63 C-518 K Value 1" 251 F .216 G518 "Fl means reslslance lo heal Ilow. The higher the R-Valuo, the greeler lhe insulating power. WATER RESISTANCE Perms Per Inch 6.631 ASTM E96 Permeability 270C/50% UR µ=3.36 , Surface Absorption <1 % by vol. PM/MAT SEALING QBANDONED UNDERGROUND STORAGE TANKS, USTs, AND MINESHAPTS PofyMasieir R-501 loam has been approved by a number of stales as an "inerf solid material" suitable for UST closure in place. The R-501's low cost and lighl weighl make it an excellent alternative over groul lilling and offers significant reduction in the lime required for tank filling. For example, Ihe lilling lime for a 10,000 gallon lank is approximalely four hours. The R-501 foam has also been used to seal abandoned inine sha(ls and to mitigate the buildup to methane gas in under- ground mines. There are many applicalions where lhe R-501 O loam can provide an eflective allernative to situalions requir-%< ing use of an inerl material lo prolecl Ihe environmenL Be• ? cause environmen(al regulafions vary, federal, s(ale, and local ? authorilies should be consulied before use to ensure compli- (A ance. '"l' (D -t ENVIRONMENTAL "GREEN" CHARACTERISTICS ? PolyMaster R-501 is an environmentally safe and (riendly producl matle from nilrogen-based organic polymers. The ? loamisnon-toxicandconfainsnosolvenfsorpetro•chemicals. u' y Olher "green" characterislics of PolyMaster foam are: p Biodegradable-no disposal problems -i No CFCs .0 No ozone depleiing ol(-gassing ? No conlainer disposal problems y Does nol require polable waler .+ Ships dry-ulilizes less energy lor lransportation ('?? Pollulion prevenlion allernative lo rigid foam boards T No residues lollowing incineration 0 ? ? FLAMMABILITY CLASSIFICATION PolyMaster R-501 94HC3F CLASS 1 SURFACE BURNING CHARACTERISTICS R-501 Test Method Flame Spread 25 Fuef Coniributed 0 ASTM E84 Smoke Developed 40 (unreinforced) ' This numerical flame spraatl raling is not intended lo rellect hazard presenled by this or any olher me(erial under aclual fire condilions. SOUND TRANSMISSION Decibel sound retluciion in range of 500 to 4,000 HZ is a loss of 45 io 50 DB (average) with a 3 1/2 inch wall cavity., The ASTM E413•73 Sound transmission class tor 1 e R-501 Plaslio toam is STC 44. PolyMaster Insulation Adds Over Five Times The R-Value To Block Walis PolyMaster Insulation fills all openings in the block (including joints between blocks) to boost insulation values, Independent testing shows PolyMaster insulation can increase R=values of the wall to more than five times that of uninsulated block. (Tests conducted with standard 105 Ib. density concrete block.) Empty 8" Block R-Value 2.49 With PolyMaster Insulation R-Value 11.05 Test Method: ASTM C-236 Empty 12" aiock R-Value 2.73 With PolyMaster Insulation R-Value 16.1 ? (A ? ? .-+ 0 :3 PolyMaster, Inc. • 10431 Lexington Drive • Knoxville, TN 37932 •"423/966-3005 • 800/580-FOAM 9/99 X" metal frame ? Unfaced R,-VALUG `I'HICKNESS WIDTHS PLAMC SPREAD 10 ? 11 3'/2" 89mm ? 16" 406mm ? 24" 609mm 'smfoKE DEvELoPED 10 ? 13 3'/2" 89mm ? 16" 406mm ? 24" 609mm ? 19 61/4" 159mm ? 16" 406mm ? 24" 609mm wood frame R-VALUE `PHICKNLSS WIDTHS ? 11 3'/z" 89mm ? 15" 381 mm ? 23" 584mm ? 13 31/2, " 89mm 0 15" 381 mm ? 23" 584mm ? 15 3'/2° 89mm ? 15" 381 mm ? 23" 584mm ? 21 51/z" 139mm ? 15" 381 mm E] 23" 584mm ? 19 61/a" 159mm ? 15" 381 mm ? 23" 584mm ? 30C* 81/4" 209mm ? 151/2" 394mm ? 233/4" 603mm ? 30 91/z" 241 mm ? 16" 406mm ? 24" 609mm ? 38C* 101/4" 260mm ? 151/2" 394mm ? 233/4" 603mm ? 38 12" 305mm ? 16" 406mm ? 24" 609mm This product has been tested and complies wi[h ASTM C 665, Type I and ASTM E 136. Unfaced Thermal Batt Insulation is designed to improve the tlzermal BIIILDING CO Dr performance of wall and roof/ceiling assemblies. Thernzal Batts fit CONSTRUCTION CLASSIPICATIONS tightly between framing and are held in place by friction. ICBO BOCAI SBCCI ALL TYPE ALL TYPES ALL TYPES * Cat/zedretl Batts are designed to fit tiglatly betzueeiz cathedrnl rafters ctncl wlaen prroperly ii2staGlecl, still provide tlae necessccry ciir ventilation spnce ctbove the ins2clntion. metal frame R,-VALUC THICKNCSS WIDTHS ? 11 31/z" 89mm ? 16" 406mm ? 24" 609mm ? 13 31/z" 89mm ? 16" 406mm ? 24" 609mm ? 19 61/4" 159mm ? 16" 406mm ? 24" 609mm wood frame R-VALUC TIIICKNESS WIDTIIS ? 11 3'/z" 89mm ? 15" 381 mm ? 23" 584mm ? 13 31/z" 89mm ? 15" 381 mm ? 23" 584mm ? 15 3'/z" 89mm ? 15" 381 mm ? 23" 584mm ? 21 5'/z" 139mm ? 15" 381 mm ? 23" 584mm ? 19 61/a" 159mm ? 15" 381 mm ? 23" 584mm ? 30C* 209mm ? 151/2" 394mm ? 233/4" 603mm ? 30 91/z" 241 mm ? 16" 406mm ? 24" 609mm ? 38C* 10'/4° 260mm ? 15'/2" 394mm El 233/4" 603mm ? 38 12" 305mm ? 16" 406mm 0 24" 609mm This product has been tested and complies with ASTM C 665, Type ll, Class C. Kra(t facing will bum. Do noi leave exposed. Install /acing in subsiantia/ contact with the finish material. Protect from open flame or other heat source. Kraft-faced Thermal Batt Insulation is designed to improve the BUILDING CODE thermal performance of ioall and roof/ceiling assemblies. Kraft faced CONSTRUCTION CLASSIrICATION5 Thermal Batts ]zave cc strong asphalt-coated kraft paperfacting on one ICBO BOCAI SBCCI side. Stapling flanges cr,re provided fo7• standard iuood frceme widths. II I, Iv, V 3, 4, 5 111, v, vl *CathedyzLd Bntts are designed to fi.t tightly between catheclrad rafters witlzout stn,pling tixe flanges ancl wlaen properly installecl, stild provicle Gae iaecessn,g?? air velatilation space above the insulation. ? Kraft-faced PLAME SPRGAU N/R SM01{E DGVCLOPED N/R PrRMS MAXI1vIUM 1.00 X. ? Unfaced FLAMG SPREAD 10 SMOKE DGVCLOPGD 10 THICKNCSS WIDTIIS LGNGTH O 2'/2" 64mm ? 16" 406mm ? 24" 609mm 96" 2438mm 0 31/2" 89mm ? 16" 406mm ? 24" 609mm 96" 2438mm This product has been tesied and complies with ASTM C 665, Type 1 and ASTM E 136. BUILDING CODE CONSTR.UCTION CLASSIPICATIONS ICBO BOCAI SBCCI AlL TYPES ALL TYPCS ALL TYPES Soitnd Attenuation Batts are designed for use in interior partition systems where sound control between rooms is reqzcired. Sound Attentuation Batts, composed of unfaced glass fiber insulation, can improve pcr,rtition STC ratings by up to 10 dbs. ? Unfaced PLANIP SPRCAD ZO SMOKE DGVCLOPGD ZO R-VALUC THICI{NCSS WIDTH LENGTH ? 5.8 1'/2" 38mm 24" 609mm 96" 2438mm This produc[ has been tested and complies wiih ASTM C 665, Type l, and ASTM C 553. BUILDING CODE CONSTRUCTION CLASSIPICATIONS ICBO BOCAI SBCCI ALL TYPES ALL TYPES ALL TYPES ? Advanced ThermaCube Plus@ ? ThermaGlase X Standard Blend This product has been tested and complies with ASTM C 764, Type I, Catagory 2. See bag label for installa[ion specifications for required R-value. Shaftwall lnsulation is designed to improve the thermal and acoustical peiformance of shaftwall partition systems. Shaftwall Insiclation can improve shaftwall STC 7°atings by 2cp to 7 dbs. L oose Fill Insulation is designed for professional 2cse with standard mineral fiber blowing wool machines for open blow attic cr,pplications. We MakeThe DifferenceM OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY - TOLEDO, OHIO 43659 INSULATION _ 'The higher the R-value, the greater the insulating power. Ask your seller for the fact sheet on R-values. Pub. No. 5-BL-18651-C Litho in U.S.A., March 1997 Copyright OO 1997 Owens Corning - Floow Span Tables .,CaU S0Zr2Y f Tius Joist • TJI@ Joist Specifier's Guide 2027 • February 2004 O7' P1/y OS &' 7 v - Nol all protlucfs are available in all markets. Contaci your Trus Joist represenlalive lor inlormation. ?i r - ?3/a ? b`'E? ? TJI" 110 joists -i r_z,A6„ 7/a I4.i 1'Ji@ 230 joists r_2,A6" 16" TJI@ 360 jaists ? 31/2 ?- T 7/1e" 16" TJIO 560 jnisfs IL/480 Live Load Deflectiora 40 PSF Live Load / 10 PSF D Depth TJIo o.c w W µY110 ? 16'-5" 14 =2, 15'-0" y_ _ 91?,1, _ 230 17'-8" _ 16'-2" 15'-3" ._._......._._....?.110._._ 191-6" 17'-10" G?=?,. " . 230 117/ - 181-1" --- e '360 22'-11" 19'-8" 560 ----- -26'-1 "- - 23'-0" 22'-4° --?---110 ?22'_2" ? 20'-3° 230 23'-_I O" 21' _9" -- 14" _- 3 G0 _ - 2G'-0" 23'-4" _560 -- - _-29'-6" _._.. _ 26'-10 _.. -...- 230- 5, 2G' - 24_1 ? -- 16" ---360 w-9" -- 26'-3" 560 -- 3T-8° 29'-fl?? ;ad Loatl :24" o.cN 13'-2" 15'-5"(1) . 1 G =10" 20'-9" _.16'-9"l1j . .19'-1" 20'-6" 22'-4" 25'-4" 23'-6" 22'-9"20?-711j . 25'-2 40 PSF_Live Loa 12" o.c. w, 16" o.c 16'-5"? 15'_D" 17 =8" - °---1 G`-2" 19'-6"._1_ 17'-3"_ 21 '-0"-----1 9'-2"i. 23'-10" _26'-0" --- 23 =8" 29'-6° 26'-10 26'-5"? 23'-2" 32'-8„ 29..11„ L/360 LiWe Load DcfIeC$iort (Mirnimum Criteria per Cocle) PSF Dead Load 9.2" o.c. _ 24" o.C. - --- 15'-3" ? 14 =2" ? 15'-II" 14'-0"l1 j 16'4"111- 19'-8" --- _17'-10°(11 - 22'-4" 20'4"11) ? 17'-1 "li1 14'-7"(1) 22'-4"(1) 17'-10"(1) 25'-01) 20'-11°(1) 21'-2"V)? j7,_1,Vj. 22'-Vff 17'-10"l1> 2G'-3"(1) 20'-11"(1) Load / 10 PSF Dead Load 40 PSF Live 40 PSF Live Load ? 20 P5F Dead Loa__ ?epth 'fJl?' _ -- 12" o.c. 16" o.c. 19.2" o.c. --- 24" o.e: -- --- - -- 12" o.c. _....__ -- 16" o.c. ._..,.....,.a._,_,.. 19.2" o.c. .w 24 o c. .. ? .._._ ..._._---._._._..._...._ ia 1 ....__..y ................_._._v.? 1 G'7 18'_ 2" ........_._.e._._. 15'-3" _ - _._ . 13'-8" . 8 17 15'-3 - -13'-11'-- -12,_5??--- -- g??z,? _- - 230 _ - -- 17'-11" _ - I6'-1r" .. . 15'-9" . . -- -- - . - - - - -- 1?':fl" 16'-1" - 14'-5'__.. ..___.____......,.____..__.__.._?_.?..?..__._..__._.. 18'-11" . 21'_7" 110 ........_..__._. 17'-3" _... _ Y..?_ 15'-5"(1) . 19'-11" 17'-3" 15'-8" --- 14'-0"(1) ? -- " 117/0" - 23?? ? __ -.-- -_ 23'-3" 25'-4" 23'-2" __- 2 _1'-10" 20'-4°(1) - 23'-0'- -------- -19'-11"-- 23'-2" ------- - _ - 18'- _ 2" 21'-10°l1l -------- 16'9"11) --17'-10"(??,_- - ---- -- 5GD ----------------- 28'-10 2G-3" ---- 24'-9" ---- 23'-0" 28'-70' . . .W._ 26'-3" ..._....__._...._... 24'-9" _..?_._? ....._.w 20'-11"(1) ....W, ?.?.?_?._?. .___...`..__ __.__.?___.....?..._....?_._...__.___...w _.__,..... 110 23'-9" 2??_G" ....._?...._._...... 14'-9" ?..?..__..._._......... 16'-9"(1) ._.._..... _.. ,.. 21'-8" -------- 18'-9" ----- 17'-1"(1) ---------- 14'-7"?11 ---------- 230 26'-4" 23'-9" 21'-8" 19'411) 25'-0" 21'-B" 191-9" 17'-1"(1) -- 14° 360 24'-9"(1) _ 21'-5"(1) - - 28'-9" ----- 26'-3"Irl ------- 22'-4"l1) -- -- 17'-10"(>> - -------- ------ 560 --------------- ----- 32'-8"- ------------ ---- - - v..___.?,... ? __....._,..?.?..e z6,?3???1? ....__..______. 20'-11V1 ._.._?.?.?____ ._..__...w......._..._.,__. 230 ?._._...._......._?_..._--_-____...._.. 29'-2° 25'-5" _.._._...__.? 23'-2" ._._....?._,_...._ 20'-7"11l .. _ 26'-9" 23'-2" -- 21'-2"(1) -------- 17'-1"(1) ----------- --- --- 1G" 360 _-------------------- 31'-10" 29'-0" --------- 26'-10"(1) ------- 21'-5"(1) ---------- 31'-10" --------- 16'-70'Y1l 22'-4"M --- 17'-10"(1) ------- 5G0 36'-1" 32'-11 31'-0°(1) . 25'-2"(1) 36'-1" 31'-61111l 26'-3°(1) 20'-11°V) ? Long term dellection under dead load, ovhich includes the ellect of creep, has n ot been considered. Bnld iealic spans rellect initia! dead load deflection exceeding 0.33". (1) VVeh stiifeners are required at inter mediate supports of continuous span joists when the intermediate bearinD lenyth is less than 50" and the span on either side ol Ihe intermediate bearing is greater thaii the lollowing spans: ___?.._._....._....._?._.._...?_. .? _..__._.._.._._._. _._._..._... _?__._._.._...??.___._?._.....___?_W... _.._._...._._...._...?._..,...__ 40 PSF Live Laad / 10 PSF Dead Load ..__._.__. . Dead_Load 40 PSF Live Load / 20 PSF 0 TJI -=12"-o.c. 16" o.c. 19.2" a.c. ---24" o.e --1o.c. 16" o c. _ 19.2' a.c. _ . 24" o.c. , 110 N.A. N.A.._... .? N.11__w - ...? 154„__ --- -- - .?.,?. N.A. .._. ------ ?....._ N.A.? ------ . ----- ----- 1- 2'--9" ----- -- ---- 230 - - - -- ---- N.A. N.A. ------ fV.A. 19'-2" N.A. N.A. 19'-11 15'-11 - ---- - 24'_5"---- --20'_4"-- --- 16'-3"-- ---- 560 N.A. N.A. ----- 29'-10" - 23'-10" - ---N__Au__ ?._ 29'-10'._. _._24'-10° Hnw to Use 'ti'hese 7'abaes 1. Determine ihe approprilte live load deflection criteria. 2. Identify the live and deatl loatl condition. 3. Select on-center spacing. 4. Scan down the colLnnn until you meet or exceed the span of yoLn application. 5. Select TJI@ joisl and depth. =rleflection s not ihe only fartnr that loor wi!! perfm?m: redict llonr perloriirance, '"' Raling system. i'aenl@r10 6VIUt@S ? Tables are based on; - Unifonn loads. - More restrictive of simple or continuous span, - Clear distance between supports (13/n° (IlinimLnn end Uearing). • Assumed composite action with a single layer of 24" on-center span-rated, glue-nailed floor panels for deflection only. Spans shall be reducetl 6" when floor panels are nailed only. • 5pans generated from Trus Joisl sofiware may exceetl the spans shown in these tables because software refleets actual design conditions. • For loatling conditions not shown, refer to software or to load iables on page 15. MANOR HOMES Registration # 5 L[VEL SPLIT 7077 - 3439 L.V.L. AT STAIR LANb1NG 2ND FL Dafe: 10/11106 BeamChelc 2.3 Choice 1-314x 11-7I8 Z.OE LP Gang-LamOD LVL Conditions Min Bearing Area R1=27in2 R2= 2.7 inz L1L Defl 0.04in Data Aftributes Actual Critical Status Ratio Values Adiustmenfs Loads Beam Span 9:0 fl Reactioii 1 2798 # Reaction 1 LL 2219 # Beam Wt per ft 5.2 # Reaction 2 2798 # Fteaction 2 LL 2219 # Bm Wt Incfucfed 47 # Maximum V 2798 # Max Moment 6295'# Max V(Reduced) 2182 # TL Max Defl L/ 240 TL Actual Defl L/ 576 LL Max Defl L 1360 LL Actual Defl -L / 726 5ection (in') 5'hear (in') TL Defl (in) LL Defl 41.13 20.70 0.19 0.15 25.57 11.29 0.45 0.30 OK OK OK OK 62% 54°l0 420,0 50% hb.(pSi) FV'(pSl) E(p51 X Ttlil) FC -L (pSl Base Va'lues 2950 290 2,0 1020 Base Adjusted 2954 290 2.0 1020 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear 5tress 1.00 Cm Wet Use 1.00 9,00 9.00 1.00 CI Stability 0.0000 Rb = 0.00 Le = 0.00 F't Kbe = 0_0 urnrorm TL: 617 = A Uniform LL: 493 Unifnrm Load A R1 = 2798 ' R2 = 2798 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft. .? ..?....???.? MANflR HOMES Registration # 5 LEVEL SPLIT 7077 - 3439 8' GARAGE DOOR HDR. Date: 10109/06 [3eamChek 2.3 Choice (2) 1-314x 9-1/4 2.OE LP Gang-LamO LVL Lu = 0.0 Ft Conditions - Min Bearing Area R1= 3.0 inz R2= 3.0 in' DL DPfl 0.05 in Data Attributes Actual Critical Status Ratio Values Aaiusrments Beam 5pan 8.33 ft F2eaction 1 3022 # Reaction 1 LL 2134 # Beam Wt per tt 8.09 # Reaction 2 3076 # Reaciion 2 LL 2173 # Bm Wt fncluded 67 # Maximum \/ 3076 # Max Moment 7757 '# Max V(Reduced) 2638 # TL Max Defl I_ /240 TL Actual DPfl L/ 477 LL Max Defl L/360 i-L Actual •De1'I L/ 673 JecLion snear,(m-) d L Ueri on) LL Detl 49-91 32.38 0.21 0.15 30.40 13.64 0.42 0.28 Olt OK OK OK 61% 42°!0 50% 53% rp , psla i-v ) C(psi x mil) Fc 1(psi) Base Va'fues 7950 290 2.0 1020 Base Adjusted 3062 290 2.0 1020 CF Size Factor 1.038 Cd Duratian 1.00 1.00 Cr Repefiifive 1.00 Ch Shear 5tress 1,00 Cm Wet Use ? 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 L-UawZ, unitorm TL: 560 = A Unifarm LL: 400 Point LL Point TL Distance 975 B = 1365 4,g? -°- Uniform Laad A Pt loads: R1 = 3022 R2 = 3076 SPAN = 8.33 FT Uniform and partial uniform loads are Ibs per lineal ft. . LfT ? Z?.. ???? ??-y? ?.?,5 ?,A;? IVIANOR HOMF-S Rpgistration # ? 5 LEVEL SP'LIT 7077 - 3439 Choice Conditions Data Attribufes Actual Critical Status Ratio Values Ad/ustments Loads 16' GARAGE dOO'R HDR. Dafe; 10109/06 BeamChek 2.3 (2) 1-3/4x 18 2.OE LP Gang-LamOD LVL Lu = 0.0 Ft Min Bearing Area R1= 4.5 inz R2= 4.6 in' DL iJefl n.nA ;n Beam 5pan 16.33 ft Reaction 1 4701 # Reaction 1 LL 3266 # Beam Wt per ft 15.75 # Reaction 2 4701 # Reaction 2 LL 3266 # Bm Wt fncluded 257 # Maximum V 4701 # Max Moment 19192'# Max V(Reduced) 3837 # TL Max Defl L/ 240 TL Actual Defl L/ 725 LL Max Defl L/360 LL Actual pefl 1_ / y1000 -LIVI I kil I ? aiiear km°) i L ueil (in) LL Defl 1 89.OQ 63.00 0.27 0.19 82.72 19.85 0.82 0.54 OK OK OK pK 44% 32% 33% 35"/0 Fb (psi) Fv (Psi) E tpsi x mil)_. Fc I (psi) Base Values 2950 290 2.0 _ 1020 Base Adjusted 2784 290 2.0 1020 CF Size Factor 0.944 Cd Durafion 1.00 1,00 Cr Repetitive 1.00 Ch Shear Stress 1,00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stabilfty 1.0Q00 Rb = 0.00 Le = 0.00 Ft Khe = 0.0 UiFUutirl i 4; oC3u = A unffarm ?L: 400 Uniform Load A R 1= 4701 R2 = 4701 SpAN = 16.33 FT Uniform and partial uniform loads are Ibs per lineal ft. "j LLC;Wt; MAIUOR HOMES Registration # 6 LFVEL SP:LiT 7077 - 3439 WINDOW HDRS. BDR.'S 2& 3 Choice Conditrons Dafa Attributes Actu al Critical Status Ratio Values Adiusfinents DaCe:10/09/06 BeamChek2.3 (2) 1-3/4x 7-1/4 2.OE LP Gang-Lam@) LVL Lu = 0.0 Ft Min Bearing Area R1= 4.0 in' R2= 2.6 in2 DL Defl 0.05 in Beam Span 6.33 ft Reacfiian 1 4115 # Reaction 1 LL 2925 # Beam Wt per'ft 6.34 # Reaction 2 2678 # Reaction 2 LL 1899 # Bm Wt Included 40 # Maximum V 4115 # Max Moment 4838'# Max W(Reduced) 3667 # TL Max Defl L/ 240 TL ActLral Defl L/428 LL Max Defl L/ 360 I_L Actual Defil L/ G02 5eciion km?)__ inear (in-) TL Defl (in) LL peil 30.66 25.38 0.18 0.13 18.31 18.97 0.32 0.24 OK OK OK (7K 60°ln 75% 56% (30°/n ro si rv si E si x mil Fc I si Base Values 2950 290 2:0 1020 Base Adjusted 3170 290 2.0 1020 CF Size Factor 1.075 Cd Duration 1.00 1.00 Cr Repetttive 1.00 Ch ShearStress 1.00 Cm Wet Use 1:00 1.00 1.00 1,00 CI Stability 1.0000 Rb = O.dO Le -o.00 Ft Kbe = Q.0 I-VOu? urnrorm I L: /35 = A Uniform LL: 525 Point LL Point TL Distance ? 1500 B - 2100 1.0 Uniform Load A ? Pt loads: B R1 = 4115 R2 = 2678 SPAN = 6.33 FT Uniform and partial unifiorm loads are ibs per lineal ft. L.4.Y MANOR HOMES Registration # 5 L'EVEL SPL1T 7077 - 3439 Choice Conditions Dafa Attributes Actual Critical Status Ratio Values Adiustments Loads L.V.L. OVER KITCHEN BREAitFAS7 Date: 10131/06 BeamChek 2.3 (4) 1-3/4x 9-1/4 2.OE LP Gang-LamO LVL Min Bearing Area R1= 3.7 inz R2= 3.7 inz DL Defl 0.14 in Beam Span 14:0 ft Reaction 1 3800 # Reaction 1 LL 2765 # Beam Wt per fit 16.19 # Reaction 2 3800 # Reaction 2 LL 2765 # Bm Wt fnctuded 227 # Ma3cimum V 3800 # Max Moment 13299# Max V(Reduced) 33$1 # TL Max Defl L/ 240 TL Actual Defl L/ 331 LL Max Defl L/ 36Q LL Actual defl L/ 45'5 Section (in') Shgar (in?) TL Defl (in) LL Defl 99.82 64.75 0.51 0.37 52.12 17.49 0.70 0.47 OK OK OK OK 52% 27°la 72% 79% rp (psi) rv si E si x mil Fc ! si Base Values 2950 290 2.0 9020 Base Adjusted 3062 290 2.0 1020 CF Size Factor 1.038 Cd Durafion 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 527 = A Uniform LL: 395 r- Unifiorm Load A R1 = 3800 R2 = 3800 SPAN = 14 FT Unifnrm and partial uniform loads are Ibs per lineal ft. 07 -,?al . Project Summary pat , o Entire House B- ? CHC SERVICE 701 HILL RD. N., PICKERINGTON, OH 43147 Phone: 6148339085 Fax: 614-833-2788 P • ' • • For: MANOR HOMES Notes: PLAN 3630 - L-t'T i? 1':.l, L'LC-w0L"d S"T?{ Desi n information Weather: Columbus, InYl AP, OH, US Winter Design Conditions Outside db 6 °F Inside db 70 °F Design TD 64 °F Heating Summary Building heat loss 90824 Btuh Ventilation air 13 cfm Ventilation air loss 910 Btuh Design heat load 91733 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 1 (Average) Heating Cooling Area (ft?) 4904 4904 Volume (ft') 31942 31942 Air changes/hour 0.65 0.30 Equiv. AVF (cfm) 346 160 Heating Equipment Summary Make Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh 0 Btuh 0 °F 1933 cfm 0.021 cfm/Btuh 0.00 in W20 Summer Design Conditions Outside db 88 °F Inside db 75 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 34 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35087 Btuh Ventilation 183 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.93 Total sens. equip. load 32766 Btuh Latent Cooling Equipment Load Sizing Internal gains 1600 Btuh Ventilation 301 Btuh Infiltration 3616 Btuh Total latent equip. load 5518 Btuh Total equipment load 38284 Btuh Req. total capacity at 0.70 SHR 3.9 ton Cooling Equipment Swmmary Make Trade Cond Coil Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 0 EER 0 Btuh 0 Btuh 0 Btuh 1933 cfm 0.055 cfm/Btuh 0.00 in H20 86 % 40 ??-r wrightsoft Right-Suite Residerdlal J8 5.8.41 RSR29314 2007-Jan-12 07:23:29 A+? C:1My Documents\WrlgMsoft HVAC\TemplateWIANOR3630.rtp Calc = MJB Orientation = N Page 1 D7-z6oS*7 LOT #27 LLEWELLYN FARMS SOUTH 4/42007 3636 SQUARE FEET @ 3 VA PER SQUARE FOOT 10908 4 SMALL APPLIANCE CIRCUITS-1500VA 6000 2 LAUNDRY CIRCUITS-1500VA 3000 2 GARAGE DOOR OPENERS-1500VA 3000 SUMP PUMP-1500VA 1500 110V FURNACE-1500VA 1500 WHIRLPOOL-1500VA 1500 REFRIGERATOR-1500VA 1500 MICROWAVE-1500VA 1500 DISPOSAL-1500VA 1500 DISHWASHER-1500VA 1500 GENERAL LIGHTING LOAD 33408 1 ST. 10 KVA @ 100% OF LOAD VALUE 10000 REMAINING LOAD @ 40% 9363.2 220V COOKTOP 9700 220V WALLOVEN-SINGLE 4000 220V AIR CONDITIONER 8800 TOTAL LOAD 41863.2 41863.2 VAI240 VOLTS = 174.43 AMPS ? ?s M Permit # y /d''o'Z Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Lot #27 Llewellyn Farms South Report Date: 04/04/07 Data filename: A:\\27 LFS.rck Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: 5301 Limestone Ridge Drive Manor Homes Dublin, OH 43016 15 Clairedan Drive Powell, OH 43065 614-841-1800 Ceiling 1: Flat Ceiling or Scissor Truss: 2055 30.0 0.0 72 Wall 1: Wood Frame, 16" o.c.: 2508 13.0 0.0 181 Window 1: Vinyl Frame:Double Pane with Low-E: 284 0.350 99 Door 1: Solid: 18 0.110 2 Wall 2: Wood Frame, 16" o.c.: 666 19.0 0.0 32 Window 2: Vinyl Frame:Double Pane with Low-E: 111 0.350 39 Door 2: Solid: 20 0.110 2 Basement Wall 1: Wood Frame: 293 13.0 0.0 19 Window 3: Vinyl Frame:Double Pane with Low-E: 48 0.350 17 Basement Wall 2: Polymaster Foam: 299 0.065 17 Basement Wall 3: Polymaster Foam: 1215 0.063 58 Window 4: Vinyl Frame:Double Pane: 7 0.540 4 Furnace 1: Forced Hot Air: 92.1 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. U Builder/Designer Company Name Date Project Notes: Model #3630 with slab at Fam. Rm. Lot #27 Llewellyn Farms South Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 04/04/07 Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ? Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: ? Basement Wall 1: Wood Frame, 4.6' hU0.0' bg/4.6' insul, R-13.0 cavity insulation Comments: ? Basement Wall 2: Polymaster Foam, 4.7' ht/3.7' bg/4.7' insul, U-factor: 0.065 Comments: `FoA-M ""D IP?w tW?i10" $??. &,k" ? Basement Wall 3: Polymaster Foam, 8.0' hU7.0' bg/8.0' insul, U-factor: 0.063 Comments: FVXM JIAA-t`b &+'(LD 8t,'LtT) (A/G? 0/? C,y7CT??X-e:N2 Windows: ? Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 4: Vinyl Frame:Double Pane, U-factor: 0.540 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ? Door 1: Solid, U-factor: 0.110 Comments: ? Door 2: Solid, U-factor: 0.110 Comments: Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air: 92.1 AFUE or higher Make and Model Number: ? Air Conditioner 1: Electric Central Air: 13 SEER or higher y __._ _ _ . _.?_.._..__ _ _ _ _ ___._._.._. . ... .. . ... . . .... . _. _ _ _...... ,.. . _. .__.. , _._..... r.. _.. _ _. . _ . . ...?. ,,......._. Lot #27 Llewell n Farms South Page 2 of 4 Make and Model Number: Air Leakage: ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ? Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ? Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ? Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ? Materials and equipment must be identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ? Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ? Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ? Return ducts in unconditioned attics or outside the building must be insulated to R-4. ? Supply ducts in unconditioned spaces must be insulated to R-8. ? Return ducts in unconditioned spaces (except basements) must be insulated to R-2. ? Where exterior walls are used as plenums, the wall must be insulated to R-8. ? Insulation is not required on retum ducts in basements. Duct Construction: ? Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ? All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ? The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ? Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ? Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ? Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ? Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ? All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Lot #27 Llewellyn Farms South Page 3 of 4 . . Table 1: Minimum Insulation Thickness for Circu/ating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum /nsulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp . Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Lot #27 Llewellyn Farms South Page 4 of 4 PERMIT NUMBER: CITY OF DUBLIN DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST r t"AU Lot Number: Reviewer: E pp Subdivision: Address: Date: 53 *5 oBwQ,.? o s• I b-O* TTEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review, If No, request field verification. ? 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. ? 5 A distance is shown from the front of the garage (for a fxont-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. V 6 The driveway slope is less than 8.0%, 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way v 8 Driveway is located more than 3 feet frorn the property line and 6 feet from a fu-e hydrant. V/ 9 Side yards do not exceed 3:1 slopes. 10 A rnajor flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. / • 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified), ? 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. ? 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. ? 16 Location and siae of water service tap is shown and labeled. ? 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. ? 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk ancUor bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled, 21 Tree lawn siae is shown and ]abeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number; 39049CO128G Effective Date: 0$ • 0 Z•? r'J 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat ? 26 Easements are shown, labeled and match the recorded Final Plat ? 27 The drawing scale is shown. 28 A north arrow is shown. 29 If a corner lot, address should be for street that the &ont door faces, /ji Comments: REVIEW RESULTS: Q' APPROVED 0 DI5APPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. ~~ooR ~oi5rs cs~~ ~R ~oi5rs cs~~ P~a~~ 2x6 (OR P~R LOCAI ~oR ~R ~oca~ co~~~ rr~at~p si~~ P~at~ w~ si~~ 5~a~. STRUCTURAL NOTES ANCNOR ?0 WA~I. lU ` ~OR ?0 WA~I. lU/ 1/2'~ ANCNOR ~OI.tS g ~ Cskl~I~RaL ?his design is limfted to two story residentfal construction wlth loads = MAX t WITNIN 12' OF t WITNIN 12' OF CO~I~RS OR ~C~,IAL. d~str~buted on ~oundaclon walls. Concentrated loade may requlre , = IN57ALL PER MaNI~, ~LL PER MlaNI,~AC?UR~R'S SP~CI~ICATIONS, pila6ters a addilfonal reinforcing. DRK CQCISUItIng~ ~n ,r,. NOT~S ~0 AN PROVIq~ ~IOL~OW E R CNOR BOLT' GONN~CI'ION: ~IqE ~IOL~OW 6LOCK e RE~AR 4 ANCNOR ~O~T Footings shall bear on undisturbed soil with a minfmum allowable bearing Structural Engineering . 10CA?IONS. Ol'N~RIll ~?IONS. Ol'N~RllllS~ U5~ T~i~'11?~ BLOGK TOP GOURS~. slren th oF I/2'm x 16' ANCNOR BOL? SNALL HAYE A MINIM ~ FINI6NED CsRAp~. ~~p ~~p~ g /S~c%~ j'S~' Building Design OF 13' OF ~MB~pMENT. ` SLOP~ AWAY A MINII AWAY A MINIMUM OF 6' IN 10 FE~t. ~OtINCs3 16' x 8' mfnimum cast-fn-place concrete for 8' masonry or as shown II BO1.T SPACINCs SNAL~ NO? ~XCE~p 6'-0' OG ANp on the plans. Goncrete shall have a minimum 18•day compressfve 7630 Sawmill Rd - 5uite 300 II SNALL NOt B~ MOR~ ?N,4N 12' ~ROM C0~lER5, ~ ouNaar~c strength of 1,5m0 P51. Dublin, Ohio 43016-9028 ~OUNpA?(ON lUdLl. f~QUff~M~NtS II 501L EG~IIYALI 501L EQl11YALEN? FLI11D I'1~6611RE : 45 PCF MA30NRY Masonry constructlon and materfals shall con~orm to all requlrements oF 614. 799 . 9196 PROVID~ 9TANDARD WASN~R9 A? A ;:m_; Hti; LL : AG 530.11 AbC~ 6'SpeciFicatfons For Masonry GONNECTIONS. ; . . ; R~INf , WALL NEIC~Nt ~ NEIC~Nt ~IN~ORCING BAR 51T~ 5tructures' except as modfFled below. ORIGINAL SIGNATURE IN RED ~ ` : « OF COURb~S PROJEC? ANCNO D? 2 I/2' ~ R ~ ~ MINIMl1M A~OYE ; ; ~S ;OURb~S '~p SPACINCs, OG. MAXfMIJM REQUIRED FOR AUTHENTICITY rOP 0~ ~OUNpAI'ION WALL. . "S ~f "6 "5 l1NBA~ANG~p FILL Masonry shall have a minimum 28-day compressive sirength of 1,900 P51 ```~~111I Ill~~~~/ ~ , l1 12 . : : : : 2 I 1l1 12' 64' 48' 32' 6'-8' ae determined by ihe average net area method. P~~ QF O~'/' ~ , 12 ' ~ I 1l1 5 ' 12 2' 64' 40' 3~' 1'-0' Concrete Masonry ~nits fGMll) shall conForm to ASTM G90, Typs I or II ,,y AL l<-~ " 1l1 5' 56' 4D' 24' 1'-4' ~nits with refnforcing shall have 1 cores. ~ w d , , 13 48 . 13 48' 48' 32' 24' 1'-8' KINSLEY ~ 51/8' ~ BAR ~ : 3.,.,.;: ; ; tABL~ NOt~B: NOt~B: Mortar shall conForm to proportlons speciFicalfons of A51M C210, E-54989 ANCHOR ~OL? ~ : . ~~our co~ w~ rype s. Alternalely, the followin 2 field mixes are acce table: A . ~ Q ; : > ~ ~ iNSra~~. ~iN~o~c ~ur co~ w~ ~a~ soup. g p ~'~F R~~~STE~~~ FALL REINFORCINCs 9?~~L 8AR PRIOR t0 GROLl71NG. Cement-Lime: Mix I part Portland Cement,ll4 to 1/2 part ~~iss/ C~G~~~ 7 Q u ° z 3. b~E TABLES ~EL( TABLES ~ELOW FOR A1.TE~lAT~ 60q. P12E55u1~5. Nydrated 11me and 1 U2 to 3 parts Sand, or 0/~~~ ~ I I I I~~1` w , w ~ 4. 601L rYP~ SC A5 IL rYP~ SC A5 D~~fN~D IN ?N~ IJNIFIEq SDIL CLA9SI~ICATION 5 Q~~ ! ' ~ ~n Q ' , pp 5Y51'~M 5F4ALl. l1? , o , , , , , ' o y ~ ~ 3.....~._ ~ : . 5 1'~ M 5 F 4 A L l. l l? I~ I X~ T Y I'~ I I I p~ 5 1 C s N. Masonry C~nent: Mix I part Masonr y Cement, I/~ parr Portland ~ ~ ~ ' ~ , . : ; Cement and 2 I/1 to 3 parta Sand. o~-o a a ~ 8' REINFORC~D MASi ~ ~ ~ ~ ' Q ~ INFORC~D MASONRr U0 COPYRIGHT 2001 o . e. \ .a ~ 0 e } i i ~ o ~ ~ CSROIJ? Czrout shall contorm to A51M C416, and have a minimum Z8-day ~ 6ACKFILL - 9E~ NOT~S compressive strength of 1~mD P51. ALL DRAWINGS ARE AND SHALL REMAIN ~ o 4 ;'';..:.::;M'~'.;.!;=;'..:.t:;;' EARTN 6ACKFILL ' ° o ~ ° ~ ~ . . , ~ ~ ` a , _ n,o.. . ~ o ° ~ .W ..r,-.._~. ~ . : . ~ :.................:E,........;f..... / ' ' `9'~`-,-,._-. X A ~ ~ O u a , THE PROPEATY ~F DRK CONSULTiNG, INC. ; ; a o: : ` , DAMPROOFINC~ OR W, . ~ ` ° ' , ^ ~ M~MBRAN~ PER LOC ° r oo;, tl 'ROOFINC~ OR WAT~RPROOFINCs ~rout may be field mixed as follows: [DRKC) AND MAY NOT BE USED, RAN~ PER LOCAl. GOpE. DUPLICATED OR ALTERED WITHOUT THE ' . . ~ ~o ` ~ . Mix 1 part Poriland Canent, I/10 par! Nydrated Lime and 3 paris Sand, WRITTEN CONSENT OF DRKC. a ao a . E FEL1 M~MBRANE , F ~ , . . a: 3 ~~M~~~ Add sufFicfent water io provide a slump of 8 to 101nches. • d / c . a Q. a a. Spaces to be grouted shall be Free of matar protruding In excess of Project No. ~~~y ~i~sr a~ocK couRS~ o ~ av~ ~-cur iur~~ BLOCK COURB~ SNALL If2 Inch, mortar droppings and other debris. I'1~-CU? INT~RIOR t Drawn p~ ~ - g ~xr~RioR u~~PS ~ 51mps Strong-Tie Sim 5tron -Tie :IOR II~~PS g~A. CORE. Cores below beam pock~ts and pilasters 6hall be grouted solid ~a 2 courses. Mas g o _ M,a~~ , Prio~a~ ~xr~~~oR ~IAL EXr~RfOR or the course at bottom of the pocket shall be either a solfd unit or a termite unit. ~ ~ ~a „ 4'~ DRAIN TIl.E fLOC~ Checked ~ ~AIN TIl.E fLOCArION U. Coneolidate grout at time oF placem~nt. Pour grout (n lifts of 121nches In d ' a OP?IOPIAL EX?ERIOR SILL PLAT a . . . ~ E AN CHOR DET ~ I~AL EX?ERIOR helght and puddle grou! between IiFts. Date 4/12/01 AILS 4 ~ pRaiH ri~~. r~oc, ~iH ri~~. r~ocario~ z~ 1~•~A12 Reinforcing steel shall conform to A6TM A615, Cx~ade 60. Revision Oaies N,T,S, ° N Place vertical relnforcfng at the maximum spacing indicaled. OPT. DRAIN ?IL~ LOCAtfON 2/10/06 8' x 16' CONCR~1'~ ~~~~t~ 6ara ehall begin at the maximum spacing from all cornere. f00?INCs, CONTINUOU9 JCs, CONTINUOU9. Walls ihat are less than the maximum bar spacfng between corners or supports are not requlred to be refn~orced, use positloners to hold the verlfcel bars 1n the correct position. _ 4' NOMINAL lOR P~R 11NAL lOR P~R LOCAL COp~? GONG 6LA~ OYER V~ ~ NOTE: ON GRAII~L ~ILL l4' P 6LA~ OvER VAPOR ~ARRIER Project: Place reinforcing steel pr~or to grouting and provide a minimum of 114 (nch ~AY~L ~ILL (4' MINJ, clear of any interlor block surface. This draw TYP FOUND I~ in fs for the AT O.N sole use WALL E ~ oF ~A oF ~ S CT ON 9 ~ entral Ohio and OGMA of Central Oh1o members and is not valid Bar placement tolerances shall be as follows: unless it is si n A g ed In RED by the Professional ~ng(reer. 3 4~~ - / Distance from ~ har to exterior face of wall shall be withfn I/1' Spacing betwe~ vertical b&rs shall be withln 2' along the length oF the wall. BACK ~ILL Provlde IS Inches of washed gravel IODOT No. 51) above the top oF the footing - for the width of the excavaiion. `~`~~j ~~~~~~j,~ ~ 1x6 ?I~ATEp SILL PLAT~ W/ 61LI. bpQL. ANCNOR TO WALL W/ U2'm ANCNOR BOLfiS g 1' 2x6 rREATEp 61LL pLAT~ W/ SI 9~AL. 2x BLOCKINCs s 24' OC TO ~ackfill IS' above th~ top o~ Footfn9 to Ffnished grade may be any native soil 2 OC, Z,~NCHOR ?0 WALL W/ I/2'o AN OR BOLtS g 12' OC OR 61MI'SON MAq23 MUp 51LL ANGNORS g 40' OC , ~ MA?CN FLOOR J018?S 51XE. which to Free oF debris, organtc topso~l, and rocks over 6lnches In size. MAX t WITNIN 12' OF COfd~1ER5 OR EQUAL. 0 51MPSON MA~13 MUp SI ANGHOR9 e 40 OG CsLU~ AND NAIL ~LOORINCs TO ~oundaifon walle 5F4ALL be properly braced prlor to performing the back Fflling BLOGKINCs. operation, IN91'ALL P~R MANUFAG~lRER'S SPECIFICA?IONS j M X t WI?NIN 12' 0~ CO~l~RS OR EQUAL. • I I N 9 T A L L P E R M A N U F A G T~ I R E R' S S P~ G I F I C A? I O N S. ~ ' PROVIpE F~A8I~ING ANp ' 5 g ~ PROVIp~ FLASHINCs, ~Np ~P 32 OC. ~ 1x6 !OR P~R LOCAL CODEI ~I-1'~I~IAT~ 301L pR~55Ui~8 TREA?ED 51~L p~At~ W/ SILL b~A~. ~ IU~EP9 ~ 32' OC. ~ ANCHOR TO WALL W/ fILL AIR SPAG~ W/ MOR?AR AT TO , ~ILL AIR S P GOURS~. , f AC~ W/ MORTAR ,~~"o~ ~o~r5 ~OUNpA?ION IUaI.I. i~QUIi~M~NtS ~hiv C~ncrete ~asonn~~ ( TOP 2-GO1112~~5. , OR SfMPSON MA58 MUD 51LL ANCHORS ~ 12' OC MAX 1 301~ ~QUIVAL~N? ~LUID PR~SSUR~ = 30 PC~ ~5~~~~~Q~ 4' MA50NRY A? TOP COURvE. / 8' NORIX0~1?AL`JOINT R~INFORCINCs. ` II WITNIN 12' OF COf~lERS OR ~QLlAL. INFORGINCs 8AR Sfz~ 1J5~ FIN~ CsROIJT IN TNIS GOUI~~. ' , ~ 4 MASQNRY AT TQ 2-GOUR5~5. II AL?: b' MA50NRY At 8AR LOCATIONS. , IN9TA~l. I'~R MANUFACIUR~R'S W,4LL NEfC~NT ~,~p gPACENCx 0. iMWlY.Q~14C4t~t~$~IOSQDI~.4Cg 1°",°.t 3:":°!::.j..!". / PROYI E"4 x 4•0 e~4 OC BETU~EN . . . . ?N~ ~AIN BARS IN tl~ 4' Ma50NR1'. ~ ~~mm~... 6P~CIFICAYIONS. + OF CDURSES ' ~ UNBALNC p ~ILL , . , . . ~ ~ . ~ . : , : : _ ~ , US ''FIN~ C~ROIJT IN ?HE GOUR6E5. ' ; ` ~ r , m_:`. ~'8 "5 ;.r.;..;; ~ : . ; ; ; ; ; i::,'::':-i6;::::;;:;:°;:,, ~ AL' T: 6' MaSONRY A1' 6A LOCAYfONS. ~ ; ~ Il V2 ~ 12' 13~, 56' 6'-8' . . . ~ ~ ~ , ~ 7 ~ E;.~_'.; ,E ~i i : : :!'::I°::;`':f'::~`i;:.,::; ; I 1.,..;.. ...::3......?i;.......;~: ~ 'i3 : 8' R~IN~ORC~D MA50NRY , ~ : ~~,i : : ; ; 12 12' 12' S6' 48~, 1~,0~ i:::::.:::}:.:.:.:ie(::::: 3=.~.:~ , ; ; ;'r::::.-:; ; ` 8' REINFORCED MA50N Y rmj : € W : ; ;w::~ 3~ . , , 121 12' 12' 56' 40' 1'-4' 'w:::.3!- 8' R~IN~ORC~D MA50NRY 12' 12' 48' 40' f . , . . ; - ~ ~ , ; r , ,:_...3 ~ : ..W_: . > ~ t o~„_. ~ ' j 3:~„!~ 3 i ~ . .r-°; : 3.-__: i 3 . , : : i r---: . .3 . . ~ E~~.,.~..,: ; j....... ,,.s...: ; . i : . i;;:,;_:i j j;, : : ~ ; t . ; ~ ~ ,i _ . F t .i......~ t : : tc,..,... : : ~ ' ; : y:....!.: ~ ~ : : E ~ ~ ~ i iN~ ~T; . ~~..:.J.E ; u..:, ` . . , ~ , : .;:~N ~ i 3; I ;,W_-.- i W--: . - ~ i.,,,,.,.: i;. . ; : : . . , ; i ~I:" wi f 3,....... ; I : i:;";::: i 3~'~. ~ ~ ~ 5 5/8 P~ 8AR r ; l~~ ~OUNpAtION 1U,41.1. R~QUII~M~NtS ~ 5 ~/8 ~ sAR N01~: WALLS W/ ~RICK ~EpCsE SHALL ~E pROPERl.1' ~iZ4GEp IJNTIL ~ ~ ~QR ~,~IL ~QIIIVA~~NT F~ulp pRE65lJ~ : 60 ~ \ 51/8' ~ SaR 1'HE ~XT~RIOR MASONRY ~IAS B~EN IN6?ALL~D AND MORraR CuR~R ~ \ ~ WALL +~~IGNt ~IN~oRCING BaR~I~~ i~ ~ ~ ~ ANQSPAC~oc. ~ ~ OF CAlJR6E5 ~ "6 ~ LI ALN ED FILL ALTERN - ATE 1 COUR E S BRI ~ CK LED GE , 11112 ' 56' 40' 6'•8' ~ ' ALTERNA - E2C ouR RICK LE 1 DGE _ ~ TYP J I OT S S PA _ RALLEL . TO W, 12 48' 48' 32' 14' 1'-0' I_EL TO WALL ~a~ 4a~ 4m~ ~4~ ~6~ ~-4~ 3/4 ~-Q u_ i u ~ 34 - 3 / 1~ , 13 32' 3~' I6' 16' 1'-8' 314" = 1'-0" 2x6 TREATED 51LL PLA? I 51LL S~AL. 1x6 TI~AT~D 51LL f dNCNOR 10 WA~L W/ I' ANCHOR BOLtS ANCNOR ?0 WAL~ W, ~~at~~ 5i~~ P~ar~ wi si~~ 5~a~. Q~~ WOOD lNI~'WIN O~ ~~~}E FOOTINGS WITH REINFORCING ao~ to wa~~ wi ~n'~ ANGNOR BOLI'S ~E pRES~U~E TR~ATEp SHALL COh1PLY WI7H S~C710N 4' NOMINA~ f0 ~ ~ R p~~ OR SIMPSON MASB MUp 51LL ANCNORB ~ ; OR 51MP50N MASB 1 IMP50N MASB MUD 51LL ANCNORS 250.5a o~ rH~ ZooS N~c. LOCAL COp~) CONCR~T~ ~ 12~ ~ MQx a i, 4 NOMINAI. lOR PER ~ 12' OC MAX t WITE W JNIN 12 OF CORN~RS LOCAL CODEJ CO ~ OC MAX t WITNIN 11'~ GORNERS SLa~ ov~R vAPOR BARRI~R oR ~c~l„IAL. INSfiA~L NC~fi~ OR ~QIJAL. IN6TALL P~R MANU~ACriJR~R'9 6LQB OyER YQpOR~B RI21 ON CsR4V~L FILL l4' MIN) SP~CIFfCA?IONS. QIJAL. IN6TALL P ~IANU~AC?~R~R'9 SP~CIFICA110N8`. , , / oN ~RAv~L ~ILL l4, MIN). :iF~catioNS. ~ MAS~ - ANCNf~OR STRAP iS NOT / ~ . PROVII~~ FI. 11~Ks a : • . FINI6HEq ~AqE. ~ i~Q~ F~~?~ ,a~p PERMITTED FOR USE IN CITY OF DUdIiN ~ a / \ WE~PS e, 2 OC. ' SLOP~ 9 AY A MfNIMUM ~ ~ i ~ 'S e, 2~OC. ~ ' OF 6' IN' 10 FEET. \ FINI Eq G q~. ~ ° ` ; ~ ' % ~ S~OP~ AWA MINII ~ , ~ . ~ ~p ~I~p~' ANCHOR BOLTS PER BUILDfNG C4DE ORANCHOR ~ AWAr MINIMUM STRApS qppROVED ~Y TH i ;:.::w] ; ~ ; : l . . j a G ~OP b' IN 10 FE i i......~ ; ; ~ . • ; `.~:w.,~„,f~~,~_,...:.~:"; ~~i ',..._.3 ~ / ' IN 10 FE~ E CIIY OF DUBLIN. i ,...t::........i:~......tW:: >E: ...~';'S".~".;: i ~ , . 1 ~ t f ~ ~ 1 8'~x 8' L•BLOGK 80LIq MA50NRY i , E . t . • ! 8' x 8' L-B~OCK 501 Sheet TiUe: 3' L-B~OCK 50L MaSONRY p ~,I ~.:...3_ ~ RICsI IN ` ~ ~ ' ' LATION ~ .,1 ~ ~ ' ' ~ ~ ~ + ~ w RlCslp INSULA?ION m~ ~ ~ x ~ - ~ ~,1_: _ ~ w ~ ; ' ~ . ~ (K Q ~ , : 3 , : , , . ~ : ~ w 4. ~fE ~ ~i~ !i ~ • . n . . ~ , ~ . ~a... ~ ~o; ~ 2~. ~~s STANDARD 1~-~ ~ / ~ 8' MA50NRY : , , : w . , . _ Q- ' `.."'i )r " ,'E';!.,.~.:"~',:.°aEi ~ Q / ~ % ~ - ~E~ ~ ~ 'j; ~ . . , , , ~ 8 MASONRY : E.,W_. ~ - . E,,.;..; E, i.......; ( iWW.E' - - : / ;:,~I . ; - _ p: , C~l `-l ~ Q : ; ,...."`~,i'.~ ; ( E: 's I i' 8" MASONRY . ,r: : ~ ; ~ ~ ~ ~ ~ 01 ~l .'j. _ i . . . . . , j ~ ~ ~ _ ~ E E;. , n p ~ . ' ; ~ . ~ ~ , , ~ _ W.,.,, , ~ ~ E , ; : w.. : i r_ f. , ~ :._,.~E ; m ~-E ? ~ :_-_r~ ? i_-_r:: .W. : .~ei ~ , - - ` .......,f,......,;;~....: . ~.....~ii:.:...~~ii.:.:.~.. ~1 (V J FOUNDATION _ / i!W:~~.E i I.;:,Wi ; i::::::'.i i i:::::::.i ~ . . . . ~ f- • E, 0 / ~ : a a J Q - ~ • ; AI'PR01jED PI,ANg MUST BE ON SITE DETAILS . a FORALLINSPEGTION& ' - : - s' x I6' CONCRETE , , i TYP WALK - Foori~, coNriNUOUS. 8 x 16 GONCREfiE GONCREfiE Sheet Number: UT SE I CT0N . - TVp 1N ~ - : OUT SE FooriNG, coNriNUOU; CTI~ W BRICI4 NG, GON?INUOIJ6. 3/4" = 11-011 ' 3/4" = 11-01~ ~ ~ ~ . ~ ` 1 „ ~,.,w.~~~.~.~.~.- y- ~ 4 ~~~~~~i•» I `1~~~~ % ai i. LOAD D~51GN P~RAM~TERS ~OOTINGS W1TN REINFORCING ~ . r"""" Q , r"""" ~ 1 - r""""_ G' I I ~ c~ ~ I I I ii I I ROOMS: 15t FL.OOR 40 P5~ l.,l.. 10 P5F D,~. SHALL COMPLY WITH SECTION 250,50 OF THE 2005 N~C. ° w I I I I Y . ~ ~ _ . . . I I 2ND F1.00R 30 P5F L,L~ 10 P5F D,L. `~o,~o. o~~~ . ~ I II ~ 1 ; 56 -4 ~ ~ ROOF: 25 P5~ ~,L, 10 P5F D,~, a~ o,' ~z - ~ ~ ~ ~ arric: ~o p5F L,L. ~o P5~ d.~, a~ a~ ~ ~ ~ ~ ~ ~ ~i ~ n ' 19'- ~ u ~ 13 -8 ~ I U I N D: 1 3 P 5 F ~ ~ a 19 -3~ 0'~ ~ -4 ~ _ , , ~ ~ > 0 0 ANTIGIPAT~D 501~ ~~ARINC~ CApACITY 1500P5F ~ ~ ',3. I I II I 2. DIM~N510NA1. ~UM~~R SHAI.~ NAv~ 71~~ FO~~OIUING PROP~(~?I~S: M A S B S 7~ p s m`~ a 4 , ~~.p~;u ~J~~~~~ ~ .~~?4 ~ ' I ~ .t: I I ~ ~ ~ I ~t. I ~ I ALI. STUDS 70 StUp C~RAD~ OR ~~Tr~R. NpT PERMITT~C~ a~ a~ w ~ I r I I z ~ ~ ~ aLl. LUMBER SNaI.L B~ "2 5P~ OR NAY~ t~4~ SAM~ D~51CxN Y,4LU~5 OR B~t?ER. AI.I. qIM~N510uA~ LUMB~R SNA~~ NAv~ A MAX. MOISTUR~ CO1~T~NT ~ I I ~ ~ , - ~ I ~ I I ,4., - ~ Q ~ I I : ~ 1 1 I ~ i ~ 1 i ' i N - - ~ 7--- 0~ 15qo, N ' I i I ~ 3, TH~ F~I~~OlUl1~G FA571NG SGN~pU~~ OUT~IN~S T~+~ MIN. R~QUIR~M~N75. I;k i ~ ~ ~ i ; ~ ~ ~ ~ i ~ i i ' . d~ IR~N=RINCx SNANK uAll.~ CUJN=CONNON IUIR~ HA1~5~ ~-°"'";'7~'~" i i , i ~ i i i i ~,;,y ° i ~ i ~ II i i i i - ,4, SUDFLOOR ?0 JOIS~': G~U~ AND i-SD R5N ~ 6° , 2WORbNGDAYS ~ ~ i ~ ~ ~~'8~ i i ~ 1 i ~ _i p I ~ I O.G. ON TN~ ~DGES ~ 12" D,C. IN TN~ FI~~D B~~~RE YOU D1G • V ~ ~ 1 HI I I ~ -n ~ ~ ~ _i~ I 1 ~ ~11 , 1 I I ~ 6, 50L~ p~aT~S YO SU~~~.OOR: CxLI~~ AND I-16D CU1N ~ 8 O.C, CALL TOLL FREE SaO-362-2764 et I J11 ~ + , i ~ G, 571~D5 TO 50L~ P~A7~: 2•16D GWN OHIQ UTILiT1ES PflOTECTION SEflVICE :It: I / / ~ . ~ I I ~ - ' ~ i I I ~,r: I r"'-~-"-"'1'---"'-'-~ ~ ~ I I ~ p, STUD~ t0 TOP f'~A?~5= 2-16D GUJ~I "i~ ~ E:~ ~ ~ ~ ~ 1U8X21 STL. ~M. ; ; , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ StUp Tn STUp t Pl.A7~ TO P~AT~: 2-16D GIllN ~ ~ ~ ~ o--~-------r ~ , ~ ~ ~ ~ , ~ ~ ~ ; ~ ~ ROOF SN~aTNING TO TRU55~5: 8D CIllN ~ 4° O.C. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I i i i i i ; ; ~ ~ i i Cx. 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ON ' ~ u r., i^ ~ i i i i u n n ' 7YfP. OF I i i i _ , ~2 ~~i~~r. ~-OC~'"- i ; i i 36 X3b XI8 CONC. PAD , ~ i i 0 6. ~IR~STOPPINCs SNALI~ 8~ PROVIDED IUITH NONCOM~3USTIIL~ MAT~RIQL. u• n~ ~ ~ ~ i i W/ 4M5 ~A. WAT ' ~ ~ ~ ~ ~ O~l 24 ~C12 F7C~, , , , ~ ' i I i i i ~ u~ i ~ T~P. OF~6 ~ ~ u ~ u i i ~ Ql iu r+~~ ~o~~ou~ir~~ ~oc,aridr~5; ~ ~ ~ ~h ~ ~ 9-I~ 9-1 ~ 13 4 ~ ' ~ . „ ~ l~i~~XC,4V~~ ~ ~ ~ ~ ~ w i a. CONG~l.~D SPAC~S 0~ 57Lip UlAl.~S AND PaRTITI0N5 AT 7N~ SMOKE D~rECTORS REa'D PER ~~o ~ U~, ~ i ~ i- i i - i i i 'i ~i i , - ~ / ; ~ ' 2k4 6tUD WALL W1 ~ - - , ~ ~ ~ i i . , , ~ ~ , ~ ~ , , UJSX21 ST~, B • G~IL.I1~C~ ~IN~ ANp A7 TNC ~~OOR ~~YE~, SECTION R313 U~~ ~ ,4T A~~ INT~R5~C710N5 ~~TW~~N v~RTICaI. aND I~oRIZoN7Al. BATfERY BACKUP REQ'D O~ ~ , I ~ ~ ~ Q /~o- ~'o AI ~ r ~'s~ ~~~u~, ~ N ,'i , C(y~IC., c 4JC~JO PCJ i i DRYWALL ON 67AIR ~ ~ , ~ i i i / / i i i ~ i i i ~ ' SPAC~S SLICN A~ OGCUR~S AT 50F~175 Ov~R UJA~.1. CA~IN~TS, 2004 RESIDENTIAL GODE OF OHIO ~ ~ ~ -PaID i ---------~+.,_~,i i ~ Gv G:~~ .~~r~l. rll.~. Si.~~~D ToUJAftD ~ ~ ~ ~ ~ i , ~ ~ ~ ~ ~ n ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ , DROP G~II.INf~S, ~ Q- ~ ~ ~ ~ I1-2~ ~ ~ ~ ~ 19 -10 , , ' ' OY~~C,-+~,~~ ~ ~OOR ~ ~ ~ ~ ; ~ ~ ~ , , ~ C, OP~NINCsS aROUNp piP~S, DUC75, FIR~p~AG~ CNIMN~YS AT ~ ~ ~ ~ ~ ~ , ~ ~ ~ ' ~ ~ ~ , I ~ ~ ~ - ~ ~ ~ ~ , ~ ~ ~ ~,7--- l~l/~~ ~ C~II.~NCs AND ~LOOR fNT~R5~G710N5, ~.i ~ ' I I I 1 / / / ~ ~ ~ ~ ~ ~ I I I I i 'S ~ ~ ~ I I l, A~.~ INT~RIOR ~1AI~~5 AR~ 3 1/2" UNL~55 NOT~D OTH~RlU15E, , i ~ i i i ~ /i_'i_i_i i - s---- - i i ~ ~ ~ ' - - ~ i i ' - . , ~ : i-----------~-----------------------------------------i i-- - -i-- - ; ~ i i ~ p ' - ~ ~ ~ ; ~ ~ ~ ~ ~ ~,4~~i°~~NT , ~ ~ S. NANDRAII. TD CIRCUL.AR,I 1/4 -2 IN pIQM~T~R ' ~ ~ ~ ~ ~ to awir o G ~ ~ , - , ~ ~ ~ r~ ~ ; ; ~ ~ ~ ~ ~ ~ U / - ' ~ ~ ~ ~ OR ~IaYE A N0~!-CIRGU~.AR CROSS-S~GTION WITN ~ ~ Q t1' , n , r; ; ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 CONC. ~4~00 P51) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~n- ~ A P~RIM~7~R DIM~NSION OF ~T L~AST 4", BUT NOT p,~~ ~LECTR1CAl.W~~Kw,~~ gE ~ MOR~ TNaN 6 I/4 ANp a I.ARC~~ST GR055 5~CT14N INSTALL~D IN ACCORDANC~ w~TH ,~r ~ ~ ~ ~ ~ ~ ~ Ov~R 6~fIL vApo4 5 ~ , _ , ' ~ ~ ~ ~ ' y ~ ~ ~ ~ ~ ~ - ~ ' ~ qIM~NaIONNOT TO ~XCE~DINCz 2 1/4" t EDG~S ~aSED ~ u , ~ u ~ ~ ~ ~ ~ _t ~ ~ ~ ~ ~ ~ i . _ , ti~~' ~ I1 ? -10 ~ ~ ~ ; ~ u~ ' ~ ~ ~ARRI~R AND CsRAv~L ~ ~ ~ o~ ~ I f~~- I I I .L 1 I I I I ~a O 1 ; To MIN. Ua" RaDIOUB, NANpRAl~S~ To NAV~ A MIN, YH~NATIpNALEl.EC7R1~A~-COD . . ~ ; _ ~ F 0~ 70UJaRq ~ ~ ~ N ~ ~ ~ ~ a~ I~l. 5~ P p ~t ~ ~ ~ ~ ~ _ , ; AND MAx, NEI~I~T 0~ 3~ AND 38 R~SP~GTiv~~.Y i1~A5UR~p : v~RTICAI~~Y FROM 7H~ No51NCs o~ 1"H~ TR~AD~ ~ND B~ ~ ~ ~ ~ ~ ,p ~ ' ' ----1-- - - ~ - PROYIp~p ON AT L~AST ON~ 51p~ OF TI~~ St~fRS. GUARD - , - ~r~o~ ~Ra~ ~ ~ , - ~ , : t ; _ i ~ ~ i ; 2X4 BTUD WALL W1 ~ ~ ~ i . ~ ~ ~ RAI~S SNA~I. NOT LE55 TNAN 36 IN 4~~ICsHT. , - I i i i PRTIUALI. ON 6T,41R i ~ ~ Q i i ~ ~ i i i ' ~ i { i i i ~ 61DE ' ' ~ i i ' (V ~ i " ' ' ' i I I ~ ' - I ~ i, u n _ ~ i ~ _ ~ & ~ s-~o xa__; l_.__.------' ~ ~il ~ ~ ~ ~ ~ , ~ ~ ' ~ ~ g. TN~ ~NDS OF ~aCl~ J015T, ~~aM, OR Cs~Rq~R SHA~.1.. ALL HVAC WORK SHALL 8E INSTALLED ' ~ ~ ~ ~ ~ ~ ~ i ~ i ~ ~l ~ ' , ~ ~ ~ i . _ _ - ~ NAY~ NOT ~.~55 1'NA~I 1.5 iNG~+~S y~f ~~ARING~ ON u10oD IN AGCOftDANCE WItH 7H£ 2004 RCO OR M~t,4~ aND NO'T ~~55 TF~A~I 3 UN MA50NRY OR r;oNGR~r~. . ` ~ ~ _ r~~ , ~ i ~---~---------------------r----------------~------------------- i , ' ' i i i ~ ~ ~ ~ SX21 57~. ~3M, ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 i i i i i a i i i ~ i '1 ~ i i i ~ i I i i ~ -f--' i-,--'-~ I 1 ^ ~ 10. IN57Al.1. p~~.. RIM J0151' IUN~RF Fl.OOR J0f5T RUN - _ _ . ' ~ ' ~PT. ~ i ' ~----+-0--i- -r ~ i I I pARal-l.~l- TO FOUNpATION. ~~ILING NE~GHT ~ ~ ~ ~ ~ ~ j ~ , ~ ~ _ ~ , ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ DOOR ~ ' ' ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ . ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ' ' ~ ~ ~ ~ ' ~ I1. J015t SNALL B~ SUPPOR7~D LAtERaLI.Y BY 50LI~ T'6" MINIMD WI~L~~B„ uNDER SEAM ~4 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ II -1 ~ II -4 "~O ' ~ ~I.OGKING, DIAGOi~A~ ~RIDGINC~ (WOOD OR M~TAI.) ~~pUIRE ~ ~ AT IN7~RYA~S t~07 1'0 ~XG~ED 10 , p~CTS, GIRDE~S, SOFFITS, ETC.~ 2, I~ I I ~ ~ I I I ~ ~ ~ ~ ~ ~II~ ~ I I I I 48 0 I ~ ~ ~ I I I I I I ~ ~ ' ~ ~ ~ i ~ FLODR DRAIN i ~ i i, I2, NOTCH~S IN ~UM~~R aR~ Nat TO ~XCE~q I/6 TH~ p~pTN DU~~~N ~Rd~NAN~~ ' i i i i i ~ - i i ~ i~, - i i i i i O i r i 1 ~I OF TN~ FL.OOtNA~I~ 3~ t~N~ q~P ~RO ~t RAM N~ M~MB~R. ~~~~~~~.~N " i i i ~ i i i I ,I • i i ~ i i i - ~ ~ ^ ~ ~ ~ ~ ~ ~ y ~ ~ i,x ~ou~~R ~~'~1°~5 ~~UT"~ ~l0 NOTCNING SNA~.I. P~RMI??~D IN rN~ MIDDI.~ I/3 OF ~ , .i~ I _ i i I I ~Y v ~ ~ i . 1' ~ I i ~'p - ~ i 1 I -i ~ r( ~ { ~ N TF~~ SPAN, N07CN~S A1 Yu~ ~Nq OF FRAMING M~M~~RS SNALI. $~-~~PING R00~lS EXIT REQUEF~~~~~T~ , ~ a ~ ~ i , ~l ~ ~ i_~Q j~` ~ ~ i ~ i i T 1 ~ n r~~ _ Q i >:_I i_ N07 ~XCE~D I/4 TN~ q~PTN OF TN~ FRAMINCs M~M~3~R, N~INIMUM ONE WINpOW -~,7 ~~T ~ ~ i i ~ i ;!I i'- s~ ~ a i i i - i i I I ~ ' ~ i i i [ I: ~ ~ ~ i ~ ~ , ~ i . ~ ~ ~ ~ i ~ ~ , i i i v i i i N ~ i. ~ I Q 13, ?F~~ pIQM~?~R 0~ NOl.~S IN FRAMI~iG M~M~~RS SQ. FT. CLEAf~,24" HIGH 20' W~p~ SI~AL.~ NOT ~XG~~D I/3 rN~ D~PYN OF Yµ~ ~RaMING ~RAp~ FLOQR MINIMUM 5.0 NET SQ, ~T ' ' I I ~ I ~ ~ I I M~M~~R, NOl.~S SNALI. NOT ANl' GL.05~i~ TN~`N 2 TO ANY REYI~IONS: I. I I ~ I ~ I ~ 1 I I I I I 1 I I I 1 I ~:tt.: I i i I i i i I I OT4~~R I~O1.~S OR N07CN~8, NOL~S 5NaL1. NOT C1.05~R TNaN 2 10l i6/06 ~ ~ e~ I I I I I i I I I I I I ~ . 1 I FROM TN~ TOP OR ~OTTOM OF TN~ FRAMINC~ M~M~3~R. ~ % I I I ~ ~ I I I I ' _ ~ I I I I I 1 I I I CARBON MONOXIDE R~C`D 3I21/D1 14. SMOK~ D~7~G70R8 AR~ TO N,4RD~11R~D tOGATN~R 50 TNAT IUN~N I I I ' ~~~.'~~_~~~~~~~~'~~_4~~~~~'.~.~J ( ~ ~ ~ ~ ~ ~ ~ u~ax~~ sr~, M. , ~ I I I I I i____'- ~ Oi~~ SMaK~ D~7~GtOR 50UND5 AN AI.aRM A~l. SMOK~ D~7~GT~RS pEf~ RUBLIN ORDlNANCE ~ JP 3I28/0~ r, O I I I I . F _ ' ^ ' - ' - - i f, ('f~ ~ I 1 I I I ~ ~ I'_""'.""~ I lUll.~ 50UNq, ALI. SMOK~ D~T~CTORS 70 pATT~1~Y t:! I I I ~ ~ 1 r_"'_"__~'_'~_"""__.""""'_..'_"_'~_____I I I I I I I 1 ~ ~ I I I 1 pACKUP AuD U11R~D r0 7N~ L.OCA~ ~L.~CTRICAL CIRGUIT AI~~aD OF ~ncrete linte(s shall ANY SIUITCF~~~. C ~ ~ ~ ~ ~ ~ ~ ~ ~~RICWC ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ g~ gp min, ea. esid. _ ~ ~ I ~ ~ ~ l.~qCs4~ ~ ~ - ~ ~ ~ ~ , 4 15, ~~OCK Al.l. POIN? l.0AD8 SO~ID TO FOLINqATION, "j_ ~ i I l I I ~ ~ i I I I ,n ~ - I I I I I O ~ ~ I I I I u' 16. ANY FOQM p~.ASTIC INSUI~ATION ~Xp05~q IN 7N~ ATtIG, DIU~LI.INC~ . +.I I I q~~ ~ ' I i . I I I ~ ~ I - r U1~IT OR GRAIUI~ SpAC~ 51~A~.~ NAV~ A FI~AM~ SPR~AD RATINCs pRptECTlQN AGAlNST R~n4~i ~ ~ ~ ,~V,~Y ~ ~ ~ ~ ~4~---- ; ~ ~ ~ u~~xc, ~ , , - ~ , ~ „ ~ ~ NOT TO ~XG~~D AND A SMOK~ D~Y~~Of'~q FaCTOR OF NOT TO P~~ ~~n~~N O~pa~q~1C~ ~ „ ~ , ~ ~ 4~~ ~ONC. ~ 450U P51) W/ 5~'o-iqo A!R ~ ~ ~ i ~ 6UMP ~ i , ; t1' . ~ i ;s ~ i ~ _ _ i i ° ~ ~ o~r~~ ~~~aV~~. ~-i~.~ 5~0~~o rou~a~a ; ; ~ ~ ~ ~ EXCEED 4~0. R~V1510N5: ~ ~ ~ ~ - ~ ~ ~ , ~ , - x ~ ~ ~~A nnoe ~ p 0 ~~R p _ _ ~ I r"'~""'-"""" , I i • : J I I ' I ( f ~ Q ~ ~ I I I ~ I~ I i I I , 1 i ~~53 EL~GtRIGAL SYM~OI. ~ ~ ~ i ; ~ ~ E3~ICi~ i ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ Uy~XC~YA1'3~p ~ ~ , 0 ~ ~ ~ ~ ~ ~ ~ ~~o~~ ~ - : ~ ~ ~ ~ , ~ COMB. SMOK~ CARB. MON. ~ ~OUNDA?ION PLaN ~ ' ~ ~ ~ ~ ~ ~ 4" CONC, l 4~OC~ Pv1J l~/ ~qo- qo AIR ~ ~ ~ ~ ~ ~ ~ V ~ ~,,,,~V~~ ~J~2 p01N7 ' 2 DATE: IO/IV06 ~ ~ ~ , , ~ ~ ~ ~ ~ Q.YER C~R,4Y~1- ~I1.~ ~ ~ ~ ~ ~ 19? 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Z ~ ~ ' i.' . ~ Z u~ ~ t: ° w 0°~~ I~i~~ d~ O~r' Z ~ ~ ~ ~ coW~~~ ' 1 II , , 52 -0 ~ ~ U ~W~~a X ~ ~ Q U ~ ~ ~ ~ d~'f m a , ~ i ~ ' ~ 0 ~ -11~ IS-Oh a~a~W 3-10 12 0 3 _ , . ; , ,,a , ~ - - - - - - - - V~~ ' I ~ I I ~ ~ ' ~ I I ~ ~ 3'-0 5 -0 ~~ii _ 3~-0 5-0~ I ~ I ~ ~ ' ~ ~ ~ ~ 6~-0 5~-0" - ` ' I ~ ~ i ~i il i - ~ IIl ~T . ~ ~ W ~ ~ ` , I ~ ~ Q j ~ ~ ~ . ` ~ . i ~ ~ i u , ~ ! ~ --L~ -Q------------------ pROQI~Ct GOpI , r----- , ~ F}; I ~Ct GOp~ 51~~ ~.1~3RARY NAM~ TYP~ R.O. UJIqTN R.O. N~ICzNt Of'~NfNC~ Ip I I ; 4~~ ~ , I ~ , I ~ ~ , , , 15T3~O~ ~ ~ , 3~~~~~ x 5~_~~~ J~~D UJ~N UJINpOW 3'-0" 5'-0" O ' ~ u ~ ~ ~ ~ o ~ ~ tn 3 -o ~ ro 0 r ~ ~ 3'-0" x 5~-p" JEI.D U1EN UJINDQUJ 3-O 5-0 a . # ~5T3~O~o0 a ~ ~ , ~ ~ ~ . m ~ I''~ ~ , , I ~ ~~r r ~ ~ ~ ~~~Y ~ ~ ? ~ , , , ~ . ! ~ ~r ~ , " ~5T 2~00 6'-0" x 5~-p" JELD U1~N UJINnOUJ ~~-0" O ~ ~ ~ ~ , , , ~ ~ ~ ~ , , 4 ~ ~ ~ ~ 13 -6~ '15}~2~3(0 `i~ , _ I ' , - ~ i i N 2~~0~~ x 3~_~~~ JEl.O W~N UJINDOW 2'-0" 3~-0~~ O ,p ~ ~o k: ~ ~1 i i I u ~ ~ , . 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FT. 9 501~DI~R COURS~ „ „ - - LIVING R ~ ~ ' LIVING RM. 394 FXDlSH 31.5 72 15.8 18 NO NIA - _ , - REV1510N5: , iX8 FACIA ~ DINING RM. 186 SH 14.9 30 7.4 15 NO NIA loil~io6 _ "5martSide" DINING F lX6 ~RI~Z~ - 3I28/01 - 15 q~NCs - - 4" FAMILY F _ - „ _ FAMILY RM, 394 SH 31,5 48 15.8 24 NO NIA ~ JP 3128/Ol~ 24 RouN~ ~ 5 ~ -~oUv~R Ix~ T IM R DEN. , 5m&rt5(de ROW~OGK _ / ~ DEN. 140 SH 11.2 15 5.6 15 NO NIA G~~~ S~' l3 ~Y/ sY' ~ J KIT . B CH1 ~ T- ~ , 50~DI~R COURS~ KITCH.IBRFST. 366 DHIDOOR 29.3 79 14.7 39,5 DOOR N!A 5~ -ix6 Ti~IM IX6 TRIM - ~ , ~x IX6 TRIM , . ~ ' MSTR. BI ~ s , ~ MSTR. 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QAr~: io~ivo6 ;2 , ~ D}~AWN ~Y: ~p ~~"a ~ . ~ ~ ~ , ~ . , i ~ ~ . ~ , i 5N~E1' j.~~i, n ~ . „ s: t~ C o ~ / II ~ ~ ~ o~ . ~i v 4 F~.i~t'::t~~.T.='1L~7'"' . erv.. :i,,,,. ,~.y., n.e...x...ian.,re ~a~tv.n ~ ~w. ,q~s a~'cv~~~e~" "LSiatY. - z n n ~ ~ U z ~ ~ ~ z u~ U ~ N w ~oN~ ~ Z~i~a ~ p~~z ~ L 2X10 2-2X10 'a Q~ ~~vw I, . ~ ~ ~ NhaaN Q X~~~~ U i ~ ~ ~ mV1 Q' ~ a~a~w fl~ 2-2X 10 2-2X10 k f ~ L'L/l O I ';i i i; . t~~ ~ V ryv I Q 2'4/~~2 i i ~ i. ~ @ i ~ i ~ ~ 2-2X 10 - 2-2X 10 i 0 -2-2X10 , ~ i F~ ~ i 0 • 0 al i ~ ~ i ~ ~ ~4 I ~ 0 ~ . I X , ~ m ~ n z~ 4-9 i/Q~" l:,Y,l~: Fl.USN ~M, ' ~ ~ ~0 ~ ~.:.~1 u n ~ ~i 7ia TJI 230 JOIST 16 O.c. ~ ~~,n ~b,~~ , 2-2x72 iu» u uce w u . ~ ~~o ~ j.~ h~ V I I I I ~ ~ 1 - ~ ~ I I I ~ ~ ~ I ~ F, _ ~ I I I ~ ~ I I i Y ~ I I I ~ ~ I ( ~ . ~ ' I I I ~ ~ I I ~ ~z , I I I ~ ~ 1 I \ / I I I ~ I I O V~ U ~ ~ I I I I ~ i I I _ ~7 ~ ~ I ~ ~ ~ ~ ~ X U cf3 ~ ~ ~ ~ ~ I III - 2-2X{0 0~" -~.~x~o ~ r--~ i i i i i i i I Q ~ . I ^ ~ I i ~ I N ~ \ ~I~ ' V A ~ I I I I I ~ ~ ~ ~ ~ ' . . - _ = 1 I I I V - - I ~ ~ ~ ti ~ _ ~ ~ ~ u ~ ~ ~ ~ ~ ~q - , _ ~ i ~ 7 I-II 1/8 L.,V,I., ~ ~ ~ ~ ~ ~ i , 0 'J ~ i i i i i ~~I ~ ~ ~ ~ ~ ~ I ~ ~ i Fl.USH BM. ~ ~ ~ ~ ~ c~ ~ ~ , i ~ ~ ~ ~ ~ ~ i u. ~ ~ ~ ~ ~ ~ ~ M p ~ ~ I 1 I I ~ 0 9 . x ~ ~ ~ ~ ~ ~ , (K , , i i ~ ~ = 0: u~ . ~ i~ ~ 0 • ~ ~ ~ ~ ~ I ~ . ~ ~ I I I ~ ~ q i I . ~ ~ „ I I ~ O evrt V I I I X ~1 LL . ' I I ~ ~ O N ~ _ ~ ~ - ~ X - ~ - ; ~ ~ c~ ~Q I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , , ~ ~ ~ , 0 II Q tA ~ i ~ J I F- 3~~~ w ~ ~ ~ ~ - ( ' ~ ~ I ~ a-:s~ ~ ne u iae u ~ ,x S ~ ~ A ~ , I O ~.or 2-?x~2 ~ ~ ` ' ~ ~ 2~ F , ~ DROP ~M. , O <<~ ~ O ~.~.~UJ~~.~~'N x ~ ~ ea n N mLL .,;ka ~ f ' ~ ~,~~MS ~ou~~ ~ ~ . ~ L X~~ 2-2xlo R~v(51oN~: ~ , 0 10/16/06 0 ~ ~ ~ 0 ~ ~ JP 3/21/O7 " X N C~ ' ~ - 5~ 2-2x ~ ~ . ~ r R~V1510~(S: ~ 'i i; ~ ~ ' , ~ i DaTE:10/11/06 i' il. ~ ~ DRAWN BY: Jp r, , ~ . i r ',.f • . 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IN. ~~fi~~5 501~TN r ~ ~4 x , . ~ ~ SADDLE N ~ ~ ,X . ~ N _ , ~ ~ ~ II ~ ~ , ~ i , , C~14D~~ ~ ~ • ~i~~,~ o~ V~NTII.~TION P~o~rl~~~ R~v~5~oN5: 10/16/06 j 1 I 4 r; I Il~, T~ U58 ~ 2-2X10 ~ ~ , R 2- 1 1/4 L..Y.I., ~ ~ ~ I~IpC~~ V~~l~' 2~ 18,5 5Q. IN. /~T.444 5Q. IN. II ' , ~ i i C F i i o I 5 x~ ~ ~ 50~~1~' V~NtS 32 ~ 285Q, (N./V~N~'=89~ ~Q, IN. ~ JP 3~~a~o~ n 2 - " ' 9/12 9/I 9/12 9/12 ~ Q(~ , _ R00~ Y~N~'S ~ a 51 5Q. I,N. / 1~~Nt=10 C~ ~ 2-9 I/4 ~.Y,I~, ; _ Q ~'0~',~~. 1~44 5Q. IN ~'~DYII~~D 5~ F 2•2X IIO ~ . ~ 14~~4 5Q. IN.>934 5Q. IN, ~ ~ C~1~2D~R 2-2X10 . ~I ,{i i 7R~55 R~vf51oN5: .'4' ~ U~~ ~ 1P~ , ~i~ ~ , ~ GS WITH Eh~INIEERINQ TQ ; ~ SEAIED TI~JSS DRAWIN , B~ G~t-S~TE PRi4R TO It~SPECTION, ~ ~ 2-2xlo ' DaT~: IO15106 ~ , ~ r,; ' Ya'. DRQUJN 81': JP • 11~ 5~4EEt j: ~ Y, i , ~ ~ I ~ ~ f{~ . . ;F J R q /l~ II 1' ` II /1 - I 1 ~y ~ I • I / 1 Y 7'. V ~ ~ 4 , • ~A~ f I . e i ;s;. }c.,~_~ta.r~.~'e.aFzu~y'#'~~r`~~,+~i'~ 1}"~'~ . - - - - - - ll , . _ L O U Z . . N ~ ~ . 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I I m ~ . ~ z ~t _ ~ I ~ o - ~ I~ .~-~t ~ ~ . . , _ _ _ _ Q ~ _M1 ' ~ ^ I~ , ~ V ' I ji ~ ~I ~ 0 ~ _ ~°i~,. ~ ~ ~ I . ~ . , ~ ' I ~ ~ I / _ ~ ~z ~,~5~M~1~~ Q ~I I. i I / I I I• , N ~ v ~a ~ 1'. - _ ` \ . ,ry~fk,.~ )t, ~n ~ ^ f~ ' . • ~ / d~ 1 1• d 1 i.' ~ ~ a. ~ e ~ ~ a. ~ ~ . ~ ~ a a. ~ ~ / - ~ p~4.p~.y{,~ ~~t~'~ - !~-~i."•.S'~i'*~~ ' ~~~'iJ ~ n o ~ ix ~ R ~ ~ ~ G T ~ • ^ . 3CALE: il4" ~ I~-0" ~ f~ ~ i , , ;:w , Q ~ . g~A~~: . ,,_o,~ 3 ~ ~ ~ . , , _ ~ ^ ~ . ti'. ~.~.~u~~~.~~~ 4 ~ ~,4~M5 50UY~ ~ fLL ~ ~ ~ 'T I ~ REY1510N5: ~ 10/16/0~ 1L 3/21l01 6 ~ i ~ ~ ~ JP 3/28/0"i ~ fQ ' • ~ 3 . ~ 12 - ~ 0 ~ ~ _ , 0 ~A ' ~ • ~ ~ ' ~ ~ ' I ~ ~~SI d~i ~ ~ ~3~ ~ ~ , ~ ~ , - , R~Y1510N5: ~ ~ ~n - I , I~ .d. , p , ~ ~ , , - _ ~ - - ~ ~ ~ - ~ ~ ~Ar~: ~iivo6 . i- _ ~ ~ ~ d~ ~ I ~ ~ I I I i ~ . . , . ~ ~ . ~ ~ ~ ~ / . d 1. d I d I ~ I / , , , , . , . DRAWN BY: JP ~ / ~ ~ 1! O O ~ • n , , , . . y} ~ 11 a~. V = O ~ I I •r .v ••r •r r ~ -r. .r . •-r„ J . . ....•r. .~r•. .~r.~•:•.•r. •r. .-r.a-; .•-r,,r.,.;. .r. .r• . .-r SN~~T . ri _ ' 0 „ ~ _ _ .ti r`- N I m ' ~ 0~ 11 . ~ SCALE: 1/4" I'-0" • ~,rr,~t"1~ . . .........~Y,B°~~~"~f.4'~(~Ei g,yyb~~~t!^±~'"~,'~~ a, ~ ~ 'c'2~r.1.i31' '.7~Y.^F~FCESCkLUi' . . ~ ~ 0 U Y 3-, Z N ~ ~ Z ~ ~ M W 0~°o~Q Irnrn~=..,, ~ 0 ~ ~ Z w p~ ~~~W ~ m ~r~~~ ~ ~ ~ MW~,~~ x -a>o o~ ~ r,; i; ~ ~ ~ m Q ~ a~a~w , _ ~ ^ 4--- ~ ~ ,i ~ • I i ~ , , ' 'f1s,; _ ~ ~ , I , , . ~ - , - , ' , I , , i i ~ i , , , , ~ 31:~. . I i ! ~ ! i i , ~ ~ ~ ~ ~ ~ , ~ I ~ - i , ~ ~ ~ k,- , , - ~ i~ ; , ~ P~ , , ~ ~ , . 0 ~ i ~ I ~ ~ , ; ~ ~~I~ , - l~,~' ' . ~ , ~ ! '~ill I ~y- - - ' I~ I t~ I ~ ~ I ~ ~ ~ ! , ~ I ~ d . ; ~ SCA~E: I/4~~ ~ ~~-0~~ ~ ~ ~ I r~~ cn 15 5~ ! c~ , 8 R ~R ~ ~ ~ ~ ~ n ~ ~ I ~ A , - , , ~ l TR~ D5 3 4 , _ ~ 7 3/4" MAX. RISE ' " ~ ~ , 1 u ~ i; i~ . ~ ~ 10"MIN RUN ~ ~ ~ , - ~ i i ~ ~ , ;4 , , , ~ ER Cl ~ P PER C1TY 0~ DU~LIN ~ . _ - = - ~ _ ~ ~ , . ~ ~ _ - - ~ 0 m ~ i ~ = z . ~F `ry, ~ :t M _ ,o z~ ~ li : 1 I ~ rti.. ~ . ~ ~o n1 `~Y ~ ; i _ ~ ~ ;v ~4 ~ - ~ - N = fK ~ , . ; . ~ ~ nn 1~ ~ ~ 8 R15~R5 ~~~16 HqNDRAIL 10 6E CII DRAIL 10 6E CIRCULAR,I 1/4"-2"IN OIAMETER ~~z ` 1" ( I ~~OI A O~~ OR NAVE A NON-CIF ~I'~ 5 I ~ i f~ ~t 1 TR~ D ~i , i ~ I~{ ~ A pERIMETER DIMEN ;'i . 6../ ( _ NAYE A NON-CIRGLILAR GR055-5EC110N WITN ~ Q ERIMETER DIMEN510N OF AT LEA5T 4", 611T NOT ~ X MORE TNAN 6 I!4" A ~.i f ~ 2E TNAN 6 I!4" AND A I.ARG£8T GR088 EEGff~N t~ ~ ~ ~ DIMEN510NN0T TO E , .-r Y ~:,,'-,~r,-,;',,.T"T?~rt, Y~ , ~ r . ~ r . -t . . % ~ EN510NN0T TO EXGEEDING 2 I/4" i~DGE6 EAbED ,n O `'•"'"'-'T'T'~'"•'~'"''~~'~ ?0 MIN. I!B" RADIOU; - ~ , ~ A 051 ~ 4 -39 N i: ~ n 3 60YP '11N. I/B" RADIOUS. NANDRAIL TO BE INSTALLED ~11 n 39" A60YP N051NG, ~ s~; j~ - l2~~ ~3~.K, ~ ~ ~ , ~ ~ HANDI ~n ~n - - - ~ HANDRAILS AND G~ARDS 70 MEEt SECTIONS ~ , . , , „ . „ , , . 70 t.. ~ n - ~ R311 AND R312 ~ 2004 RESI 2004 RESID~NTlAL CO~E OF OHIO . . ~ PROVip IMUM CLEAf~ CEILING NEIGINT , ~ UNDE 76 M1N ' PE RSTAIR ~ R S~~r~ PROTE REQU4AED WI7H 6 8 UND~R BF.~IM~. o~v cr~ , . ~ ~4 R3 0 . 2004 91.2.~ N ~ R~S~~E ~ DUCTS GIRDERS, SOFFk~S, ETG., p~ER . NTIAL C ~ 0D~ OF 0~10 ~ DUl3LIN O~Q1I~tANCE., A5PNAI.TlFIB~RGl.A55 SNINGl.~S OV~R 15~ F~L.T ~ 1/16 058 DEGKINCx I TlU N lU/ N Gl. P5 3~30 ~ FRAMINCx M~:MB~RS I 30 INS. ~E, R , ~i 1~+~0r~ ~ Al. GUTr~R 2~ iX8 FAGi,4 - - - ~.~.~UJ~L~~~l ~ ~ ' 3/8 AG p~YIU. ~ I ~ " - ~,~~~5 SC~I~~'N 1/2 p/i~J ~ , I ~ ~ . h 'S, in , , ~ ~ 13 'v , ~ "i 2X4 571~D5 16 O.C. , ~.0.~~. ~'N ~ , ~ ` - - - ~ R~v151oN5: ~ ---------1/16 05~ SN~ATI~INCx ' 10I16/06 GC0/51DINCx ~ - 3/2l/OZ ~ 0 5ru - ' 1 ~ ~ I ! I 1 I ~ .ll~ \ ~ - - - - ~~JP 3/28/Ol t` ~ ~ ~I C 0 ~ o~ ~ ~ , - , C~ I i~ ~ _ , i , I ,Y s AN NAi p ~ 3/4 T Cx 05~ G1.U~D D l.~ ~ .il 0 , 5~~ . ~ 16'~ O.G. ' 2X4 57UD5 - - ; . - 8 R15~R5 ~ 1" a~ ~ - - - . 2X8 rRE,4t~D P~QY~ lU/ 1/2 ANCNOR BO~tS ~i ~ ~0 1 TR~ApB ~ 10" R~Yf510N5; ~ I ' ' CO N AND SP~ICES. ~ 6 O.G, AND 1 IN FROM R~RS ~ r ~ : ~ ~ ~ j , ~ ~ ~ , 5f _ , z ~ 8"XS"X16" CONC. BI.OCK - - - - ~ ~ ~ , IUAT~RPR00F C~ ~ DAY~: 10/11/06 , i = ~ ~ . 4 CONG, Ov~~ YAPOR sARRI~R ~ M ~ ~ I ' ~ , ~ + ~ II ~ ~~~J~M~~~ ~ l~ , . . . . . . . . . . .~Y~ INSTA~L. R~INFORGING IN ~I.OC C~+ A7 , ~ II-Il..i/-~II . 'Y~. '~t~. ~'6.r +.Y,~ ..Y ..Yn '~Y~.v P•7•l~Y~.. '~Y•.~ '~7•.r 5 G ON p~R AYTaCU~D ENCsIU~~R~p p~ N 6 R15~R5 ~ 1~~ ~Y 5 TREADS ~ 10" DRAIUN BY: JP F-----2' MIN. C~RAYE~ RAGK~iL~ ~ CONC. ~TC~, , . 16 X8 „ c~; - o. „ „ „ ~ 0 I k=~ . 4 oRaiN ri~.~ 5µ~~r ~ 4" CxRAV~I. ~I~~ ~ . a - ~ ~ I o? n~ 11 . L~ :r WALL SECTION SCaLE; 1/4" ~ I'-0" ytu1 ~'cY ! , . _ =~~_~9.~:~ ~ 0 ` k. 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I ~ I I I ~ I ~ 120/240 MAIN SURFAG~ MDUNT ~ ~z i ~ I I I I I I I ~ I ~ . , f - ~ I ~ , , ~ ~ r ~ , ~ ~ ~ ~i ~ ~ ~ ~ ~ . ~0 X i pi i, ~ ~ ~ ~ ~ ~ ~ _ \ _ ~ ~ ~ ~ ~ g ~ G~~.CUL?~T~p ~.0,4q 120 ,~1~i~'S ~ ~ ~Q ~ i~ , ~ iii ~ ~ ~ ~ ~ ~ ~ ~ ,I ~ i ~ ~0 !i ~ i~ - ~ ~ ~ ~ ~ ~ - ~ ~p ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 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 ~ II ~ r~ I i i i i i i ~ e C11~, p~SCi~ipTION ,dMf~, CIi~, qESCI~IpTION ,4Mp. ~ ~ ~ ~ e i i~ i i i ~ ~ I ~ i i i i i i / I A/G 30 2 RANG~ 40 , i ~ i i i i i i i~ ~ ~L I I t I I I n ~ 3 / ~4 / ~ ~ ~ iI f'c ~ 5 p~Y~I~ 30 ~ i~(NNINC~ 1~M, OU7LE75 20 . m - - - ' ~ 1 ` \ I I ~ I / . ~ / 8 FAMI~.Y RM. OUTI.E~'S 20 ` I \ I I I ~ ~ ~ ~ ~ 9 MICI~OUJ~VE 20 10 KITGI~~N C~FI CfRGUIT 20 I I I I / ~ ~ I I I I I I I I ~ ~ ~ I I I ~ ' s~-~~ ' ~ ' ~ ~ ~ ~ / ~ ~ , ~ . I1 KITCN~N C~~I CII~CUIT 20 12 110 C~~S ;~aNCx~ 20 ~ ' ~ - - - - ~ ~ i i i i i ~ ~ `GI.EGTRfCAL 8YM80I x ~ - c~~ 1+ ~ ~ ~ ~ '01- 13 U1A5N~1~ 20 I~ UJNIR~p00~. TU~ 20 ~J~~ I`~ , ~ - _ ~ ~ i i cchandei~~r , . ~ ~ 15 G~RAC~~ p00~ OP~N~~ 15 16 I.IC~NTINC~ 15 ~ ! i~ i~ ~ ~ " ~ ~ ~ i i i ffluoreecent ffxturs ~ ~ ; i i i ~ Il 1~IGNtINC~ 15 IS ~IC~NTINC~ 15 j . , ~ ~ ~ ~vanii bar If ht o a o a a y 9 ~ I i i i ~ 19 qfSNUJASNER 15 20 GA~~AG~ p18P05A1. 15 ~ ~ ~ ~ ~ ~ ~r (COMB. SMOK~ CA , MON RB Q , 21 LIC~NTINCs 15 22 I.IC~NtINC~ lg 2~ ~ , ;SIUItCN 4 IUAY ~ ~ 23 LIC~NTINC~ 15 24 SUMP PUMp ~5 , ~ ~ , ' ' i i ~ ~ fan • ~ a5 ~i~N~iN~ i5 2~ ~~~~ac~ 15 ~,~~MS 501~~'~ ~ ~ ' ~ ~ 1 , , Ilf ht 9 2l 12~FRIG~12~4T01~ 20 28 NQl~S~ C~~f CIRGLIIT 15 ~ 'r ~ ~ , _ ~ I , oUt et ~y 29 OP~N 30 OP~N 4 , { ' , , coutlet 22 v 0 ~ ~ 31 32 R~V1510N5: 10/16/06 , ~outlet f f ~ 33 34 3~21/0~ , g ~ , , i ' :s 11t r~ce tacle ~ p p 35 ° 3~ ~ ~ . ~ ;sw(tch t I , 3~1 38 ~ JP 3/28/07 ~ 39 40 ~ ~switch 3 wa q, ~ ~ , y ~ I l; ~ ~ ~ 5~ - ~ / . I~ , ' / ~ ,,.a ~ f. / ~ } I L-_ R~Y1510N5: ~ ~ - - ~ / ; , ~ , _ ~ ~~1~- ~ ~ ~ ~ \ / F~1CA1.~ ~ EL~C~ ~ ~IGE`~ ~ FOl1NDAtION WALL A~- ~C°0#~.DA \ ~ C0~ AL~:~fl I~ ~ SERVIGE PANEL - ~ . INS~ ~~~lGA~- ~ , / ~lp,~'~t.~. ~ ~A~10 \ ~ i TN ~ ~ ~ . o,ar~: 10/9/06 • ' ~4 BARE COPPER AGG~55 PANEL REQUIR~D~~ ~ 10 El.EG1RIC BERVICE PANEU , - W! FINI5NED 6AbEMEN1 \ APPROYED GONNECTOR . , , ~4 REBAR 9 ( tURN UP A~OVE FTG.J DRAWN ~Y: ~P ~1 3'~ MIN. GONCRE7E GOvER A1' RE6AR . r.u.. j oa~mre ' C SN~~T • `t II II ~ ~ . ~t 6CALE: I/4" ¦ I'-0" , NO SGAL.~ ~ lO OF 11 °a i.~ ' . i~ . M~~"•,. ~ i S EL-r- t• tA+-S!{pt~tt~F~°• . C . p -T--- _ - - - _ - - ea~~;~~~t~~frs ~~;r;a~sq.Z;,~r.~.,~usr.~ t , 0 U i~ y`. , ~ - I ~ , ~ ~ C . 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' ~ ~ ~ ~ ~ ~ ~ ~ ~ BATTERY BACKUP REQ'D d , / CKUP REQ'D vP ~ ~ ~ 2004 RESIDENTIAL CODE OF C ,L CODE OF OHlO ~ ~ Q ~ ~ ~ ~ ~ ~ r ~ , f luor~sc~nt f ixtur~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ i~o . ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 ~ ~ ~ ~ ~ ~ ~ ~ , I s r - - ~ ~ Efl9,-- - / I ~ ' ~ ~ e l I - ' \ I I ~ vanity bar light ~ „ ~ ~ L - - J \ j~, ~ ~ _ ~ ' _ ~ ~ I - i ~ , ~ ~ ~ COM~, SMOKE ~~fi~~. 1~aN. ~ ; I I r I ~ , I ~ 5UJ1~'CN 4 UJ~Y ~4 `1 I~ , ~ ~ ~ ~ DE R~C'D I ~ ~ \ N MONOX eAH80 (IDE R~C'D ~ ~ ~ i ~ pER DUBLIN ORdINA~1CE oi?~A~,cE fan ~ ~ ~~3~ ~ , ~ a.:.- ~ ~ i . ~ 9 i , ' ~ ~ i _ , Ifg~,t ' ~o~ ~ 2~ ~ ~ , i outl~t ~ LL~UJ~L~`~u ~ ; ~ i ~~~MS 50UYW i ~ outlet gFf ; ~ ~ , - I 50 x4-0 . ii ~ I ii i i , - ~ ii - amok~ d~t~ctor s ~ ~ ii ~ I ii . I ii , ' i i „ - REV15loN5: I ii f0/16/06 gplit r~c~ptacl~ ~ 3,~~,0~ i i I I ~ I I gu~itch $ ~ 3i~~io, ~ , ~ ~ ~ I ~ G ~ o~~ wiit ~ ~ LL EIECTRICAL W A 5~ i i , , ~l ~{~:p~N~~'~aTN 1NSTALL~~ IN A~ C ~ ~ ~CT~dCa'~L~~1~. • TNE J~ATIONAL ~ll. i i i i . i i k~ RkY1510N5: ~ ~a~ ~ - - - - - - - - - - - - - - - - - - - - - ~ - - ~ _ _ _ - - _ - J '#i~ iir y: ,f DATE: 1o~9~oro F~: , n~ i~~ r i; 4' DR,4WN BY: JP t, . , . ~ ~ ~ ~ ~ Q ~ ' 6~ " ~ ~ . SHEET ~ r~~ ' ` r. ~ I . . _ . . _ 3CALE- 11 O~ 11 . ~ 114 , . `.~"'._~~~.,.,~_'s ~Tl,$izf:~~J.tit['~ ~.rs~'~~~,1h'1SS.liT 4~^~A~.l.:~:?~~.~.~,'Y3" "F`'S':L~irf~~'.ril.l~+t.'lic'~~~l.]~~~~•"t+ .-~~'~~~~n'~ . ~ . . i ~ : ,9~''F~,~uS474,~.^a4...~"s~3~.vn~MiS~ikwl~~~~j~j,~~ ~,~~_~t_'~.~~ ' . . A