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07200679 Permit File CITY OF DUBLIN- July 16, 2008 Division of 6aildiny standard: John Lucas 5800 Shier-Rings Road Central Ohio Agency Oublin, Ohio 43016.1236 600 S. High St. Phone: 614-410-4600 Columbus, Ohio 34215 Permit Phone: 614-410-4670 Fax: 614-761.6566 Automated Inspection RE: Permit Address: 5895 Winslow Court line: 614-4104680 permit Number: 07-200679 Web Site: www.dublin.oh.us Dear Mr. Lucas: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, ffrey S. Ty , CBO Director 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 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence r described below and approved it for occupancy. ADDRESS: 6,0% UI1wft e PERMITNO.: 71zoa-79 BY 5 rt mA1e'Q'W6- FINAL INSPECTION DATE: 07 06 , 2a8 0 N~ p E a 3 O s H N OI~ ` N Q ° 0 o a> y m `m c eo m c m m M w :5 x 0 I c Q c N = N a d M ii a M ai E w w d ti w U. O U) y a ) P E g N z r°N Q O ° a m 4 r v m •c c v IM Im c c .c°r c°~ c _ . m 'O c a c t c t a im s c 0- 5 V) 2 m °o o o m o m we m c 'o m o m a ~ u. u. 1 ~ a 1cc 2 w w rn oc a c7 oc ii N u. JA = U) n CENTRAL OHIO AGENCY 600 SOUTH HIGH STREET 00 Representing COLUMBUS, OHIO '43215 LL11 TELEPHONE (614) 228.4839 COMMONWEALTH LAND TITLE INSURANCE COMPANY TELECOPIER (614) 228-0982 February 4, 2008 Jeff Tyler, CBO City of Dublin 5800 Shier Rungs Rd. Dublin, OH 43016 RE: 5895 Winslow Ct Permit #07-200679 Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $3000 as specified in the attached Escrow Agreement for this . property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, ohn c JL/ss Enclosure CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type Application # 712Exl67 9 Date -0 /8,2 8 The undersigned inspectors checked your property at -6-9 % WIAISIXW 47 for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS ~ DrTlAV42- r-o F L l}D pis D~ Rf ~fi 7s 114SPEzT1PAJ mI4 ~uawlN~ r m5 ?MPRoy~ I-Q M. Z mom Cep 41vo &Awl F Is P~io Fi~AL ~~ub 2?svoEi~o~?~y r )~oND pia Ni 6j~ 3~9, a~ ? APPROVED ? DISAPPROVED By / //I /t,0IA4 CONDITIONAL Inspection Type(s): Z04646 INSPECTION FORM Zoning/Landscape,,Z Ladd Use and Long Range Planning Commercial ? ResidentiakoO ~ Code Enforcement CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 430116 Sign ? Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-474'xDublin Inspection Line 614-410-4680 Permit < x Project Name : Project Address: ,.',r* Contact Person: Contact Phone: YES NO 1) Arpfow dacape Plan & ROA YES NO 6) Sigainsta4d as approved ('YES, NO 2) Plans, Checklist & Permit on Site YES NO 7) Pig-spaces, number & striped YES NO 3) ~ stalled per plan YES NO 8) Handicap-spaces properly signed YES NO 4) Landscape installed per plan YES NO 9) Par g4gands 7 foot minimum IVES NO 5) Mechanicals screeipd per code NO 10) Meet residential appearance code Zoning Approved Zoning Condti nally Approved (See Comments) ? Zoning Disapproved (See Comments) y y, Date of In ectrlr' Inspected B f r' F COMMENTS . ;-rr~-°.~ 1 Zoning Inspccti I ~3i PLA-120 Date 08/12/04 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Compann ~}r1~j~ _ 5 Site: -S 6! n S L d w (Provide Detail Plot Plan Lot) C(~ Lot No: 2 Application No:~Z -UIP Subdivision: PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) X16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. _Repla Damaged Sidewalk/Bikepath (Policy 98-019) 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures -b INS Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved p o requesting Occupancy Inspection by the Building Division Inspector: Date: 7ZQC~> Re-Inspection: roved ? Disapproved ? Conditional Inspector: Date: (Ahrrha Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP V~ Y sign Of Building Standards 5800 Shier Rings Road CI D Dublin. Ohio 43016 . Phone: V/'1'D 614/4 10 -4670 Inspection Line: 614/410-4 580 CONDITIONAL APPROV This agreement made and entered into by-and ~ AGREEItiIEiVT " between Herein after known as the ProJject ((Pr ct lVlanag Manager/General Contractor, and Seri eneral C ntractor) Hereinafter known as the Owner/Occu ant ) mutually agree and covenant as follows: and the City of Dublin, hereeiinafter known- . a a J s. knows the City, whti 1 The Project Manager/General Contractor, who is constructing a 17V,SZ0U new premises at: Sr 10, 1 1P 14/ G Building Permit No. - Z The premises P' has applied for a Certificate of Occupant. as of the date this a y Codified agreement is signed, has not met all requirements of the Dublin Ordinances, hereinafter kno cannot be approved. wn as the Code, and therefore additional final inspections 3• The list of items, which is attached to and is a art " Manager/General Contractor p of the agreement, is accepted b and the Owner/Occu by both the Project be completed pant, documentation of those items necessary to prior to the project receiving final approval. 4• Acknowledging that the premises are requirements of the Code of the Ci not completed and that certain -.items the Owner/Occupant, requests that the City allowsshowp, are of the premises and use of the " 5 property as of the date of this a occupancy In return for such above Conditional A ~•eement. complete all items as shown pProv 1, a Project Manager/General Contractor agrees to harmless and indemni and further a the City and its, a ents agrees to release, hold liability, and/or responsibility ' assigns and employees from any and all obligation, Conditional Approval A ee a result of permitting ment, occupancy under a 6. In return for the City allow' n g conditional approval, the O~ Its agent, signs and \'ner/Occupant hereb releases the City, employees from hereby completion of the any and all obligations and/or responsibilities related to the premises, and further agrees to release and 'hold harmless the Ci assigns and employees from any and all liability that might tp' its agents, result of occupancy ofthe Premises. Further, the Owner/Occupant accepts the responsibility as a shown as incomplete. and recognizes for the completion of those items that the City may revoke the Conditional Approval GREEIVpAT:\ PER SERVERIPER:PERSTHOMEW p ArREE~IENT.doc FFICE. WP\DOCS~D Pa e 1 t S of 2 Updated 1-p~ OC°.FORMS~CONDIT(ON,aL p _ C CUPANCY Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained' in item 5 of this agreement. The Owner/Occupant agrees that. the City or its agent shall- have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, 'but the Building Official has determined the building can be occupied safely. Project Ylanager/General Contractor VD4ate (Please Print) P e a /General Contractor (Signature) - 6wtgutd Owner/Occupant Date Owner/Occupant (Signature) (Please Print Ac e t d - ty of Dublin Date '\DUBLINDATA_PER SERVER\PER\PER\THOMEw*.OFFICEIWP\DOCS\DOC!FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 /f r i t CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Compan /1 2 T ~iC~ ?"3 C= V\) L0W Site: (Provide Detail Plot Plan of Lot) - No:p Subdivision: "T Q nwf)( Lot No: Application PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 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 0*"'~5. Erosion Control/Sod or Seed OK- 4/26(08 (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) P ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 16. Submit "As Built" Plot Plan CI::- (42 yob ? 8. Replace Damaged Curb, 5 ft. Minimum Sections X (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures c>~~ Comment Lowf r wrier ~r ~traci~ Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prf to requesting a Occupancy Inspection by the Building Division Inspector: ? Date:- / 1177os I/ V fill/ i Re-Inspection: Approved s Condit)l van flw~r ktar sa,r bob {o9r~d~~a~y i6-27,os) oK 6-zb-og Inspector: Date: QUIDS i Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP BAUER, DAVI DSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT NO. 22 GLADE AT BALLANTRAE PLAT BOOK 110 CITY OF DUBLIN PAGES 29-30 FRANKLIN COUNTY, OHIO MARCH 21, 2007 / SCALE: 1" = 30' Z J 25' TREE PRESERVATION ZONE & 25 NO BUILD ZONE EX. EX. 932. 932. N 05'03'19" W 85.00' -F.F.E.= 937.3 -T.O.B.= 936.3 F.C.E.= 935.3 15' DRAINAGE EASEMENT _ 931.7 932.7 ST Sr _ r ? -B.F= 927.8 22 -TOY..= 927.3 J f TYPICAL WALL ` SECTION O t0 935.3 A~C LOT 23 F.G.=934.4 19.6' 1 935.3 ? 52.00' J c 11.0' LOT 21 " m ~ f.F.=937.3 2.0' pO F.G.=935.8 936.3 ,^D 9 3.6 C rri T.0""' < B.F.=927.8 ? oMd 25 rn cai 9 4. 934.6 10.00 G,f,_935.3,t,., o Q 5.5' r? 11.9' ~n~ Z vv 934.7 $ .3312.67'n 5 25' BUILDING LINE 2593.0 i N 22.00' ,p0' g 935.3 2 y y z N ~ C 935.3 42'* TO 4.8 5 z 9 3 SLOPE .1% ~ EDINGER LANE m ~ ®25~ N 1' SIDEWALK EASEMENT 933.2 ~W- - 93 ,6 1 HEREBY CERTIFY THAT THE 933,4 s e~ F.H. 932. GRADE ELEVATIONS SHOWN ON 933 B/C ®q31 78 ~n 1-0 THIS PLOT PLAN ARE THE ? RESULT POF AN "AS BUILT" ERFORMED ON SURVEY_ _ I N S LO W COURT 60 EN(:f VEERING MMFI./AN(T City of 1tuhlin SURVEYOR OR BUILDER SIGNATURE DATE APPROVED AS NOTED ~ NOTES FPP05.07, 0-4- V• Builder to maintain existing subdivision soil erosion control and existing tree protection fencing during construction. No parking on west side of Winslow Court during house construction. • Builder ahdl insuro that all utility trenches under drive am compacted prior to paving of dnwway. • Builder shah provide mar yard and side yard drainage swabs. This plot is prepared for the local building departments use and is not to be construed as having been ProPared for the owner or for the use of the owner for any purpose. have a.twn ra Me be se, Wmi, ft vancw No. y = Flood Routing ' wine MANOR HOMES see master grading a rkbd ten. -X- ae W- m need kw =anew plan for details Rstr /lop rw FRANKLIN. 0 Iy Ow Ow-wits 11 SUIND DRAWN CHECKED ve wl A4,rmn 39049C0108Ge6w•ap,. pate AQGQST 2, 1995 ? SS SM REV 3-30-07 SS I.D. 125 HADWG 07P&G\34007\J4O7PG1.DWG Order No. 340-07 BAUER, OAVIDSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT NO. 22 GLADE AT BALLANTRAE PLAT BOOK 110 CITY OF DUBLIN PAGES 29-30 FRANKLIN COUNTY, OHIO MARCH 21, 2007 SCALE: 1 30' DUBLIN GRADE CERTIFICATE SEPTEMBER 24, 2007 XXX.X AS-BUILT ELEVATIONS 25' TREE PRESERVATION ZONE = & XXX.X = PROPOSED ELEVATIONS 25. NO BUILD ZONE 931.7 932.5 932.0 85.00' -F.F,E= 937.3 932.6 N 05'03' 19~ -T.O.B.= 936.3 931.0 A F.G.E.= 935.3 EASEMENT 931.7 151 DRAINAGE 931. ST 931,7 ST to Cn -B.F.= 927.8 4~ 22 -T.O.F.= 927.3 5895 TYPICAL WALL Y SECTION rn Cn 934.9 935.0 935.3 p A/C LOT 23 19.6 1935.3 11.0' F.G.=934.4 52.00' CD 937.3 1 FF. = 0 934.1 =I0T935.8 T6 .6.=936$3 WF.G. 2. 933.6 00 934.3 935.0 B F r 9 5.3 934.6 10.00' G.F.= 934.5' co 55 9 93 34..7 25.0 o 331 12.67' 0 25' BUILDING LINE ~1 N22.00' 00, o 935 0 N E 935.3 u7 933 SLOP 542'± TO p(. 6.281 935.0 ° rn EDINGER LAND o z EASEMENT 933.3 SI SIDEWALK 933.2 _-W_ 932.6 •1 W 3 4 933.4- o F H. 932,2 932-14 X N 933. 0B BC GAg 9333 R SA 60 - COURT 3 WINSLOW 0 NOTES * Builder to maintain existing subdivision soil erosion control and existing tree protection fencing during construction * No parking on west side of Winslow Court during house construction. * Builder shall insure that all utility trenches under drive are compacted prior to paving of driveway. * Builder shall provide rear yard and side yard drainage swales. n 0 a This plot is prepared for the local building department's use and is not to be construed as having been prepared for the owner or for the use of the owner for any purpose. T Parcel Na. =Flood Routing We have determined that this lot lies within the limits MANOR HOMES see master grading of Flood Zone x' as shown on the Flood Insurance plan for details Rate Mop for FRANKLIN CO, Ohio. Community SURV'D DRAWN CHECKED Pones Number 39049CO108C Effective Date AUGUST 2, 1995 Sc SS RBS I. D. J25 N: \DWG 07P&G\ 147907\ 14797GRD.DWG Order No. 1479-07 ~~I~w.a.ll 1 . IP 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 April 03, 2008 RE: Building Permit Nearing Expiration Application Number. 07=2 79 Address: 5895 WI NSLOW CT Project Description: S FT 4142' Dear MANOR HOMES: The Building Standards Division records indicate that the above-mentioned permit will expire on July 16, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, 1&t- Jeffrey Tyler Chief Building Official T A" zoo ti 3'7~ Division of Building Standards 5800 Shier Rings Road .t_Y q Dublin, Ohio 43016 . • Phone: V/TDD 61-4/410 4670 Inspection Line: 614/410-4680 CONDITIONAL, AP-PROV AL AGREEitiIENT This agreement made and entered into by. and between NM(m- Herein after known as the Project Manager/General Contractor, and (Pr ct iVlanageri eneral C S Jntractor) Hereinafter known as the Owner/Occupant, and the City of Dublin, tx (Owner/Occupant) mutually agree and covenant as follows: hereinafter known as the City, who 1. The Project IvIanager/General Contractor, who is constructing a 4~ ~SG~ ~iT new premises at: ld: 1101, IA/ Building Permit No. O 14p 7 , has applied for a Certificate of Occupancy. The premises, as of the date this agreement is signed, has not met all re Codified Ordinances, hereinafter known as the Code, and therefore additinal final fis the Dublin cannot be approved. nal l inspections 3• The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation o be completed prior to the project receiving t those items necessary to 4. Acknowledging ~ final approval. that the premises are not completed and that certdin .items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the of the premises and use of the property as of the date of this a City allows occupancy 5• In return for such above Conditional A greement. complete all items as shown b pprov I, t e Project NlanagerlGeneral Contractor agrees to by (date) ..57 _r D8' and further a harmless and indemnify the City and its a ents, assi agrees to release, hold liabili gns and employees from any and all oblig ty, and/or responsibility that might arise as a ation, result approval Agreement. of permitting occupancy under a 6• In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or re completion of the premises, and further agrees to release and hold harml s nsibilities related to the ty, its agents, assigns and employees from any and all liability that might arise as a result the CI premises. Further, the Owner/Occupant accepts the responsibiii of occupancy of the shown as into ty for the completion of those items mplete, and recognizes that the City may revoke the Conditional A r `\DUBL.INp,gT;\~ pE pp Oval AOREEIID,T..- R SERVERIPER',PERtTHONIEW'•OFFICE'•WP~DOCS',D Page 1 Of 2 Updated 4-02 OC'FORMS\CONDITfONAE OCCUPANCY Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that. the City or its agent shall. have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code whethe entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely, YA Project Manager/General Contractor Date (Please Print) P e a 'General Contractor (Signature) Owner/Occupant Date (Please Print Owner/Occupant (Signature) Ac e t d - ty of Dublin Date ".DUBLINDATA_PER_SERVER\PER\PER\THOMElY.OFFICE\WP\DOCS\DOC\FORMS\CONDfTIONAL OCCUPANCY 1GREE`,1ENT.doc Page 2 ol'- Updated 4-02 •R%. CENTRAL OHIO AGENCY ELILOP 600 SOUTH HIGH STREET Representing COLUMBUS, OHIO 43215 TELEPHONE (614) 228-4839 COMMONWEALTH LAND TITLE INSURANCE COMPANY TELECOPIER (614) 228-0982 February 4, 2008 Jeff Tyler, CBO City of Dublin 5800 Shier Rings Rd. Dublin, OH 43016 RE: 5895 Winslow Ct Permit #07-200679 Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $3000 as specified in the attached Escrow Agreement for this property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, ohn c JL/ss Enclosure CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION inspection Type Q^C /&'Yy F,-,t/j1z- Application # 712 Xi'67 9 Date 0/001 26 The undersigned inspectors checked your property at 5-0%7 WIAI'S/,OW e" for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 6MOUMV 77*7 -5P ON' P oUAZ o FINgL ~`7V cc ?APPROVED ? DISAPPROVED By CONDITIONAL CITY OF DUBLIN \ 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 6144104680 Fax: 6141761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Compan . ~(Jt2 S Site: V\) n S L 0\&J (Provide Detail Plot Plan of Lot) `7 Lot No: ~2--- Application No Subgivision: u-~n 1 PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/inspection Approved 4 Vioiat ons/Disapproved XApproved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) Q111. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, See. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) ' ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 it. Minimum Sections X (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comment Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved p o requesting ar, Occupancy Inspection by the Building D ision Inspector: Date: 7os 11 V Re-Inspection: U Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12fi4 PP Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape,0 Land Use and Long Range Planning Commercial ? Code Enforcement Residentiaj,.,Cl CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Sign ? Other ? TelephonelTDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Pro'ect Name j r Pro'ect Address: Contact Person: Contact Phone: YES NO 1) Appmved4.wdscape Plan & ROA YES NO 6) Sign-installed as approved O S.NO 2) Plans , Checklist & Permit on Site YES NO 7) P-~dng spaces, number & striped YES NO 3) -Lighfing installed per plan YES NO 8) handicap-spaces properly signed YES NO 4) Landscape installed per plan YES NO 9) Paddngislands 7 foot minimum -YES -`NO 5) Mechanicals screened per code NO 10) Meet residential appearance code Zoning Approved Zoning Conditionally Approved (See Comments) ? Zoning Disapproved (See Comments) ? Date of Inspection, ,r x Inspected B COMMENTS y.... r (~r ~r ~~J p Zoning Inspection Form PLA-120 Date 08/12/04 co) a "a . d O O iv C O 0 lP O O p O O O O 3 Ip C C d1 O Z n n C N C C O C 0 :e a 3 17 0 2) 9x V CL IC C1 _ .-Ti 'fl 3 A A A ff ~ w ~ ~ 7 n ~ p O G 3 m O O O m = (Q n 7 Q M ? ~D O kx- v D LV 7v 5T IIN Z. C P~ v DC S 4L z ~ 3 70 c J O 'n m In m cc m .603! 31 :2 31 7! A m m 031 dZ c m m C m 03_t C 3 O N m ~3 D3m G) = a m M rq- CL :L a D m n 3 n m3 m3 n O` D A Q N 751, A Ln 3 W 3 Q 3 CITY OF DUBLIN • Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date v - 7- 0-7 Application No. Q':T - _2,00(aq 4) APPLICATION FOR ELECTRICAL PERMIT y-~ - `tA© kQ Job Address SW5 w~1 OSLO 1 3 Parcel No w SubdivisionQm (!:c Lot No. 1Z Owner Name Telephone Contractor Name ~.lSW Telephone " ~~~-ZtoSGo Contractor Address ers 4 Clylj 0 4 Dublin Registration No.07-- 6128 Residential: , ` 1 A New Sq. Ft. L~` -K Altc ration/Additio~n Sri. Ft. Temporary Service $40.00.... $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION[ This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National 'c Code regulating construction, installation, repair and alteration, and may be revoked at any time upon, iolation f any provisi s aid laws. Signature of licensed contractor homeowner Division of Building Standards v 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 . . . . . 07-00200679 Date 8/07/07 Property Address . . . . . . 5895 WINSLOW CT Parcel Number: 274-001406 Alternate Address: GLADE @ BALLANTRAE #22 Tenant nbr, name . . . . . . SQ FT 4142' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . MANOR HOMES Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 2/03/08 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 20.0000 RES ELECTRICAL SERVICE 140.00 Special Notes and Comments Two grades in wrong location and sanitary tap off a bit, should be 28' from property line, not 25' as shown on site plan. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within 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 . . . . . 07-00200679 Date 8/07/07 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 180.00 .00 .00 180.00 Plan Check Total .00 .00 .00 .00 Grand Total 180.00 .00 .00 180.00 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. 0611412007 07:54 6148463393 BDM PAGE 01101 06111/2007 14:35 5148419415 MAr HUML5 rte= U"' CITY OF DUBLIN Division of Building Standards,% 5800 Shier-Rings Road - Dublin, Ohio 43016 phone: (f;14) 4104470 • Inspection Line: (614) 4104M Application Number: D"+-24 SURVEYOR BUILDING LOCATION AND FIRST FLOOR M2VATION CERTIFICATION FORM 1, the undersigned, do hereby certify the following location of building and elevation of top of the foanda#ion wall at the rofemnoed property. It -is the builder's responsiblilty to insure that the location and elevation of-tfie top #1 the fouridatlon wall plus the first floor system, as per the approved prlrlt coSfll~q thQ s1 plan approved by the City of Dublin (in reference to the CRY. a~°I~t~lin ~rdttled tlindlr~tf+ce,l3fla~.~ (k)). BAMM, DAVIDSON & MMCHM, INC. Co1*ultiag Engineers Pr operty Owner. MW411 Subdivision: U ~~1D~ r rd~7 Lot Number. VV5L Approved Foundation Elevation Feet above mean sea level. Actual Top of Foundation 936-3 Feet above mean seat level. g„~P-JE OF Pmfess,onal S ROBERT Sl nature of Survey B. Robert B. Stover, o ST&M i professional Surveyor No- 7244 O 'Ec`p 4, 7244 June 14, 2007 Nate s~1~A1`5~ This form is to be completed prior to the foundation InspecUon and must be made available on-site with the approved prints. 9x0W8U ey 02N14 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-467 • Inspection Line: (614) 462-3865 (Fran~In County) Y- it owe 'V~c~ ` t\ ~ uY1 C,pYv e~ 1- . Application No. Q~ - c~~~o Date (01 1 O -i II/New ? Remodel WKesidential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 999 5G I'd 1, as I ow (21; Parcel No. Subdivision/Project Name Lot No 9a Owner's Name M &no r ~76m e Telephone lOW - & I (,O Telephone Contractor's Name ~j 1 / ' -P-K Dublin Registration Number 6-D Contractor's Address ly 15 /1 It J m sewer? 64/1 Does the sewer discharge into an individual sewage disposal system or sanit ry How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what materials do the vent pipes consist? Of what material does the house drain consist? _S__ "INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS This form must be property filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 as Number of remaining fixtures X $10.00 = $ o?O~ Number of remaining fixtures X $12.00 = $ 1 Total Inspection Fee Total Inspection Fee $a70 Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qri• Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Hot Water Heater Sterilizers 77- Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATER TA K R LACEMENT FEE $35.00 Division of Building Standards a'~1~ l 1 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 . . . . . 07-00200679 Date 6/13/07 Property Address . . . . . . 5895 WINSLOW CT Parcel Number: 274-001406 Alternate Address: GLADE @ BALLANTRAE #22 Tenant nbr, name . . . . . . SQ FT 4142' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . MANOR HOMES Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/07/10 Qty Unit Charge Per Extension BASE FEE 50.00 22.00 10.0000 EA RES PLUMBING >1 FIXTURE 220.00 Special Notes and Comments Two grades in wrong location and sanitary tap off a bit, should be 28' from property line, not 25' as shown on site plan. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within 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 . . . . . 07-00200679 Date 6/13/07 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 270.00 .00 .00 270.00 Plan Check Total .00 .00 .00 .00 Grand Total 270.00 .00 .00 270.00 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. This permit form is provided by the Buip n of Central Ohio as a public service. • APPLICATION PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR ST BE LEGIBLE ISSUED IN OHIO UNDER AUTHORITY OF: OrChi istrict Date ? Bexley ? Groveport ? Weste[ille ow0 Inr d - Idg. P rmit NO. ©:3 • -zcx~~ ? Columbus ? Hilliard ? Whitehall Plan No. Addenda No. 13 Dublin ? New Albany ? Worthington ? Franklin Co. ? Powell ? BUILDING LOT ? Gahanna ? Reynoldsburg ? Has deed for this lot been recorded? 13 YES C1 NO If answer is NO, approval of Planning Commission is necessary ? Grove City ? Upper Arlington ? before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY/ZIP OWNER'S NAME wkwi•3DL ~o~1 S 1S C1_A=tL~~D rJ pf~Z?L Raw S41- lizoo BLDR./CONTR. NAME poZL w~~nr~~ 1~ov~n~ S !S GLn-t~R-t;~MJ D2T~ y3 ~`f) -I~yJ ARCH./ENG. NAME rW St.` 'JS C A Vs o(. P .O. Sax 32 L cE Sy q ybo y30LK, 2. Street and number location kV1,j Lp0 to r Number 2Z- Acres A. N S E W side of ? Private St. Sq. Ft. B. _ feet, N S E W, from intersection of 3. Subdivision " oir &v*+Ll.rrvT12AA~ Township Municipality Nearest Major Intersection 4. County Auditor's Taxing District _ 21y Parcel No. 274-11- op t,{p Ci _FEE SCHEDULE M D ~~1P9 A. TYPE OF IMPROVEMENT NON-RESIDENTIAL Alter./Add. 13 New Building ? Repair, replacement ? Church or religious ? Swimming Pool 13 Addition-Alteration Plan xam. 13 Industrial 13 Parking Garage 13 Office, Bank ? Other ? AccessoryGarage ? School ? Public Works B. OWNERSHIP ? Other TOTAL ® Private ? Public (Federal, State, E. PRINCIPAL TYPE OF FRAME B ILDING CONTAINS ? Non-Profit Local) ? Masonry (wall bearing) ? Structural Steel Gross Sq. Ft. C. COST (Omit Cents) lIO } 000 .00 ® Wood Frame ? Reinforced concrete D. TYPE OF USE LivingArea ? Other RESIDENTIAL F. TYPE OF HEATING FUEL Sq. Ft. ® One family ? Two family ? Three family 15 Gas ? Electricity Garage ? Four or more family. ? Other BUILDING DIMENSIONS ? Accessory Garage ? Swimming Pool G. TYPE OF SEWAGE DISPOSAL ? Other ® Public Sewer ? Private system Total No. of Bedrooms: y H. TYPE OF WATER SUPPLY Bathrooms: 3 J}L ® Public ? Private (well, cistern) 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, all 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 of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information a statements given on this application, drawings and specifications are to the best of their knowleeddg y fe, true and correct. Application by ? ' G- Address IS C L4J-sYLL ])irn bAVV4-: . er's or Agent's Signature t , _ _ _ _ _ _ _ _ _DO NOT WRIT ELOW_THIS LINE (Office Use) Plan Examiner's pproval: Date W C - - - - - - Zoning Appr D Issuing Authorities Approval: Date Signature - Signature Signature_ ~ DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy (REV. a-sa) 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 . . . . . 07-00200679 Date 5/24/07 Property Address . . . . . . 5895 WINSLOW CT Parcel Number: 274-001406 Alternate Address: GLADE @ BALLANTRAE #22 Tenant nbr, name . . . . . . SQ FT 4142' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . MANOR HOMES Permit . . . . RESIDENTIAL BUILDING PERMIT Additional desc . Permit Fee . . . . ~~~.00 Plan Check Fee .00 Issue Date r D7 Valuation 0 Expiration Date 11/20/07 Qty Unit Charge Per Extension BASE FEE 140.00 7.00 40.0000 RES BLDG PLAN REVIEW 280.00 Permit . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 190.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 11/20/07 Qty Unit Charge Per Extension BASE FEE 50.00 7.00 20.0000 RES HVAC 140.00 Permit . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 110.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 11/20/07 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 10.0000 RES ELECTRICAL LOW VOLTAGE 70.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 11/20/07 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 . . . . . 07-00200679 Date 5/24/07 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 . . 11/20/07 Qty Unit Charge Per Extension --------1_00-----1600_0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and. Comments Two grades in wrong location and sanitary tap off a bit, should be 28' from property line, not 25' as shown on site plan. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 3 -----Application Number . . . . . 07-00200679 Date 5/24/07 Special Notes and Comments A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed,on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Other Fees . RES BLDG INSPECTION 430.00 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 2390.00 .00 .00 2390.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5624.00 .00 .00 5624.00 Grand Total 8014.00 .00 .00 8014.00 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. 04/27/2007 11:41 614-241-2080 EDWARDS PAGE 02/03 At* LANTRAE- P'Vk d Reer2ww Ga[f Comm'unity Architectural Review Cosa ax itte flan Approval Notification Lot Number: 22 Section: Glade Date: 4/25/07 Address: 5895 Winslow Court Builder: Dublin Manor, LLC Plans for the above referenced Lot have been reviewed by the Ballantrae Architectural Review Committee for compliance with: ¦ Architectural Diversity Standard ¦ Exterior Materials Usage ¦ Front Yard Set Back Requirements ¦ Site Plan Requirements Plans are approved as submitted for the above referenced elements. 0 No Further Approvals Required ? Additional Approvals Required as Follows: Approval Certifi by: Charles P. Driscoll, Member Plans reviewed by Architectural Review Committee members - ¦ Deborah .Rurik.Goodwin, Edwards Golf Cammunides, LLC ¦ GerryBird, A=Utecr, Bird Houk and AssoduCea CI PeeerBdwards, Edwards Golf Cawmaides, LLC O J'enyReed, X yr dscapeArcAkec4 Myers S-J4malenbeVvr ¦ Charles r. Driscoll, Edwards GoifCommuvides, LLC ? Michael%!e, Landscape Ardiitecr, bird Flock Aa+soeiates ? Brian itentJoncs, A eVtorr 04/27/2007 11:41 614-241-2080 EDWARDS PAGE 02/03 QTR Park a3&awid Gay Commrrnfty ArcbRectural Review Committee Plan Approval Notification Lot Number: 22 Section: Glade Date: 4/25/07 Address: 5895 Winslow Court Builder: Dublin Manor LLC Plans for the above referenced Lot have been reviewed by the Bailiantrae Architectural Review Committee for compliance with: ¦ Architectural Diversity Standard ¦ Exterior Materials Usage ¦ Front Yard Set Back Requirements ¦ Site Plan Requirements Plans are approved as submitted for the above referenced ellements. ¦ No Further Approvals Required ? Additional Approvals Required as Follows: Approval Certifi by: Charles P. Driscoll, Member Plans reviewed by Architectural Review Committee members ¦ Deborah Runk-Goodwin, Edwards GolfCon:munfries, LLC ¦ GenyBind, Architect, B,,d,Ho,rk and Associate,, CI PeoerEdc re4r, Edwards Golf Communides, LLC O Retry Reed, ,Landscape Architect, Nymv Sahmalertbegw ¦ Chades P. D.risrn/1, Edwards GelfCoMXpvvities, LLC ? M~fchael Pite, Lsadscape.itthltecy 8itd15Couk ~4Assodates ? Btraa ltevfjPncs, ArcA teet 'L'L C-, nrp 01 LOAD CALCULATION SHEET LOT #22 GLADE AT BALLANTRAE 4/9/2007 2283 SQUARE FEET @ 3 VA PER SQUARE FOOT 6849 4 SMALL APPLIANCE CIRCUITS4500VA 6000 2 LAUNDRY CIRCUITS-1500VA 3000 2 GARAGE DOOR OPENERS-1500VA 3000 SUMP PUMP-1500VA 1500 110V FURNACE-1500VA 1500 WHIRLPOOL-1500VA REFRIG ERATOR- 1 500VA 1500 MICROWAVE-1500VA 1500 DISPOSAL-1500VA 1500 DISHWASHER-1500VA 1500 GENERAL LIGHTING LOAD 1500 29349 1ST. 10 KVA @ 100% OF LOAD VALUE 10000 REMAINING LOAD @ 40% 7739.6 220V COOKTOP 220V WALLOVEN-SINGLE 9700 220V AIR CONDITIONER 4000 TOTAL LOAD 8800 40239.6 40239.6 VA/240 VOLTS -=--T6-7665 AMPS 200 AMP SERVICE V Q dg-00-42) Permit # C-/-V-0'7 Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Lot #22 Glade at Ballantrae Report Date: 04/10/07 Data filename: A:\= Glade.rck Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: 5895 Winslow Court Manor Homes Dublin, OH 43016 15 Clairedan Drive Powell, OH 43065 614-841-1800 Ceiling 1: Flat Ceiling or Scissor Truss: 1317 30.0 0.0 46 Wall 1: Wood Frame, 16" o.c.: 2883 13.0 0.0 206 Window 1: Vinyl Frame:Double Pane with Low-E: 302 0.350 106 Window 2: Vinyl Frame:Double Pane: 7 0.560 4 Door 1: Solid: 38 0.110 4 Door 2: Glass: 18 0.500 9 Basement Wall 1: Polymaster Foam: 1177 0.063 56 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 155 0.3 0.0 36 Floor 2: All-Wood Joist/Truss:Over Outside Air: 13 0.2 0.0 3 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. iket- MAV1Df - ~VA4QC- y O 0- 7-Builder/Designer Company Name Date Project Notes: Model #2280 2' to rear of 1 st & 2nd floor Partial finished basement space Lot #22 Glade at Ballantrae Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 04/10/07 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: Basement Walls: ? Basement Wall 1: Polymaster Foam, 8.0' ht/7.0' bg/8.0' insui, U-factor: 0.063 Comments: PDA-m G=Ai.te""n AL ak fML.c_ Sl RS.D ~vorNt?~ &ayw Gst"L 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, U-factor: 0.560 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: Glass, U-factor: 0.500 Comments: Floors: ? Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-0.3 cavity insulation Comments: ? Floor 2: All-Wood Joist/Truss:Over Outside Air, R-0.2 cavity insulation 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 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: Lot #22 Glade at Ballantrae Page 2 of 4 ? 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 return 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%a 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 #22 Glade at Ballantrae Page 3 of 4 L Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (°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 Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes 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 #22 Glade at Ballantrae~ Page 4 of 4 y titi ct 6 0 penman &B1m Inc. Structural Engineers 4351 Dale Dr., Ste. 250, Dublin, OH 43017 • (614) 791-1575 RECD NO V 0 3 2004 November 1, 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: 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 maximum span of this particular joist configuration is 17'-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 limits. If you have any questions or require any additional information, please call our office. Sincerely, Gregory W. Myers t R ymond L. Blinn, P.E. RAYMOND l.. 4400M r = o' ~~~lots vL Gi e &ftkA 4 Tvvz~ Registration # 7077 - 3439 PLAN 2280 BEAM OVER GARAGE Date: 5/04/04 BeamChek 2.3 Choice (4) 1-3/4x 16 2.0E LP Gang-Lam® LVL Conditions Min Bearing Area R1= 5.7 in2 R2= 8.2 in2 DL Defl 0.30 in Data Beam Span 21.66 ft Reaction 1 5774 # Reaction 1 LL 3498 # Beam Wt per ft 28.0 # Reaction 2 8391 # Reaction 2 LL 5600 # Bm Wt Included 606 # Maximum V 8391 # Max Moment 43670'# Max V (Reduced) 7316 # TL Max Defl L 1240 TL Actual Defl L / 338 LL Max Defl L 1360 LL Actual Defl L / 551 Attributes Section (inz) Shear (in 2) TL Defl (in) LL Defl Actual 298.67 112.00 0.77 0.47 Critical 185.09 37.84 1.08 0.72 Status OK OK OK OK Ratio 62% 34°x6 71% 65% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Values Base Values 2950 290 2.0 1020 Base Adjusted 2831 290 2.0 1020 Adjustments CF Size Factor 0.960 Cd Duration 1.00 1.00 Cr RepetiWe 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL: 15 =A Uniform LL: 10 Point TL Distance Par Unif LL Par Unif TL Start End B = 1050 7.66 188 H = 250 1.66 21.66 367 1= 513 7.66 21.66 I H Uniform Load A Pt loads: R1 =5774 R2 = 8391 SPAN = 21.66 FT Uniform and partial uniform loads are lbs per lineal ft. Notes BOLT L.V.L. WITH 2 ROWS 12' BOLTS 24" O.C. STAGGARD M MANOR HOMES Registration # 2280 PLAN 7077 - 3439 L.V.L. BETWEEN LIV. & DIN. 2ND DECK Date: 11/01/04 BeamChek 2.3 Choice (3) 1-314x 11-1/4 2.0E LP Gang-Lam® LVL Lu = 0.0 Ft Conditions Min Bearing Area R1= 3.5 in2 R2= 3.5 in' DL Defl 0.07 in Date Beam Span 12.33 ft Reaction 1 3584 # Reaction 1 LL 2620 # Beam Wt per ft 14.77 # Reaction 2 3584 # Reaction 2 LL 2620 # Bm Wt Included 182 # Maximum V 3584 # Max Moment 11049'# Max V (Reduced) 3039 # TL Max Defl L / 240 TL Actual Defl L/611 LL Max Defl L / 360 LL Actual Defl L / 835 Attributes Section (W) Shear (in 2) TL Defl (in) LL Defl Actual 110.74 59.06 0.24 0.18 Critical 44.53 15.72 0.62 0.41 Status OK OK OK OK Ratio 40% 27% 39% 43% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Values Base Values 2950 290 2.0 1020 Base Adjusted 2977 290 2.0 1020 Adiustments CF Size Factor 1.009 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm at Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL: 567 =A Uniform LL: 425 Uniform Load A R1 = 3584 R2 = 3584 SPAN = 12.33 FT Uniform and partial uniform loads are Ibs per lineal ft. O G 7 ( Sweet's 07210/POL Buyline 1453 vti TECH J[PoIyMaw.er® FACT PolyMaster is a registered trademark. SPECIFICATIONS: PolyMaster® Foamed;-In- Place Insulation R-501 PRODUCT USAGE R-501 Plastic Foam is fully expanded as it leaves the mixing SEALING ABANDONED UNDERGROUND PolyMaster Plastic Foam is designed for thermal and acousti- equipment, and no future expansion of the product will occur. STORAGE TANKS, USTs, AND MINESHAFTS cal reduction and is highly cost effective as an insulating The light weight foam is sell-supporting up to twenty vertical PolyMaster R-501 foam has been approved by a number of material. Because the resulting foam is an "inert solid material" feet making it an exceptional material for cavity fill to help states as an "inert solid material" suitable for UST closure in according to EPA, it is suitable for applications such as filling achieve a high comfort index and low energy costs. The place. The R-501's low cost and light weight make it an of Underground Storage Tanks (USTs) and other applications hardening time for R-501 can be adjusted from 10-30 seconds excellent alternative over grout filling and offers significant where inert solids are required to fill empty "voids." As an for various applications. In addition, PolyMaster R-501 can be reduction in the time required for tank filling. For example, the insulating material, the foam is designed to be'used in new or applied year-round because ambient temperatures do not filling time for a 10,000 gallon tank is approximately fourhours. retro-fit commercial and industrial applications to insulate affect the cold setting (hardening) process. The R-501 foam has also been used to seal abandoned mine concrete block and vertical walls, shafts and to mitigate the buildup to methane gas in under- Q R-501 foam has the unique ability to self-insulate against fire ground mines. There are many applications where the R-501 0 PRODUCT DESCRIPTION as it forms a hard, charred crust when exposed to intense heat foam can provide an effective alternative to situations requir-1Z R-501 foam is a second generation amino-pfastpolymer which or flame. There is no flame advance beyond the source of ing use of an inert material to protect the environment. Be- produces a non-toxic and odor-free material which is environ- ignition. PolyMaster R-501 will not drip or melt under fire cause environmental regulations vary, federal, state, and local mentally friendly. PolyMaster's foaming process, which is conditions. authorities should be consulted before use to ensure compli- N unique to the industry, uses two water-soluable components of anco. a free-flowing powdered resin and an aqueous based foaming CD agent. Compressed air is used to generate a dense closed- INSTALLATION cell foam which is then physically coated with the water- ENVIRONMENTAL "GREEN" CHARACTERISTICS ~ The R-501 product (resin) is shipped in dry powder form and PolyMaster R-501 is an environmentally safe and friendly soluble resin. The foaming agent reacts with the amino-past has an unlimited shelf life. When needed; the resin is simply product made from nitrogen-based organic polymers. The 33 resin within 10-30 seconds, transforming the foam into a rigid, mixed with a prescribed volume of water, assuring consistent foam is non-toxic and contains no solvents or petro-chemicals. plastic solid. This process is similar to the reaction of a two- results without worrying about product shelf-life. During appli- Other "green" characteristics of PolyMaster foam are: O part apoxy resin and produces a finished product that is inert, cation, PolyMaster R-501 can be injected into a wall cavity Biodegradable-no disposal problems light-weight, and non-flammable, through a hole as small as 5/8 inch and can be installed into No CFCs drywall, frame, brick or block construction cavities. Because No ozone depleting off-gassing Unlike resins used forconventional foamed-in-place materials of its superior insulating properties, final drying to remove No container disposal problems made from liquid formaldehyde and urea, PolyMaster's kiln- traces of water will need at least 48 hours or more before final Does not require potable water. dried polymer resins are complete and only require mixing finishing is performed. To assure proper installation, the appli- Ships dry-utilizes less energy for transportation 0 with water to make consistent foam every lime. cation of R-501 should be performed by PolyMaster, Inc. Pollution prevention alternative to rigid foam boards trained professionals. No residues following incineration 0 ty EFFECTIVE THERMAL RESISTANCE- FLAMMABILITY CLASSIFICATION ASTM Test PolyMaster R-501 Test Temp R-501 Method 94HBF 0 R Value 1" 250 F 4.63 C-518 = K Value 1" 250 F .216 C-518 CLASS 1 SURFACE BURNING CHARACTERISTICS E7 "R means resistance to heal flaw. The higher the R-Value, the greater the Insulating power. R-501 Test Method O Flame Spread 25 Fuel Contributed 0 ASTM E84 WATER RESISTANCE Smoke Developed 40 (unreinforced) This numerical flame spread rating Is not Intended to reflect hazard presented by Perms Per Inch 6.631 ASTM E96 this or any other material under actual fire conditions. Permeability 270C/50% UR 4=3.36 SOUND TRANSMISSION Surface Absorption <1%byvol. PM/MAT Decibel sound reduction in range of 500to 4,000 HZ is a loss of 45 to 50 DB (average) with a 3 1/2 inch wall cavity., The ASTM E413-73 Sound transmission class for type R-501 Plastic foam is STC 44. PolyMaster Insulation Adds Over Five Times The R-Value To Block Walls PolyMaster Insulation fills all openings in the block Empty 8" Block R-Value 2.49 (including joints between blocks) to boost With PolyMaster Insulation R-Value 11.05 insulation values. Independent testing shows PolyMaster insulation can increase R=values of the Test Method: wall to more than five times that of uninsulated ASTM C-236 block. (Tests conducted with standard 105 lb. density concrete block.) Empty 12" Block R-Value 2.73 With PolyMaster Insulation R-Value 16.1 PolyMaster, Inc. 10431 Lexington Drive • Knoxville, TN 37932 423/966-3005 •800/580-FOAM 9/99 Thermal Batt Insulation metal frame ? Unfaced R-VALUE THICKNESS WIDTHS FLAME SPREAD 10 ? 11 31/2' 89mm ? 16' 406mm ? 24" 609mm SMOKE DEVELOPED 10 ? 13 31/2" 89mm ? 16" 406mm ? 24" 609mm ? 19 61/4" 159mm ? 16" 406mm ? 24" 609mm wood frame k `z. R-VALUE THICKNESS WIDTHS ? 11 3/2" 89mm ? 15" 381 mm ? 23" 584mm k ? 13 31/2' 89mm ? 15" 381 mm ? 23" 584mm ? 15 31/2 " 89mm ? 15" 381 mm ? 23" 584mm ? 21 51/2" 139mm 15" 381 mm ~ ? ? 23" 584mm r El 19 61/4 159mm ? 15" 381mm El 23" 584mm ? 30C* 81/4" 209mm ? 151/2' 394mm ? 233/4" 603mm ? 30 91/2" 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 with ASTM C 665, Type I and ASTM E 136. Unfaced Thermal Batt Insulation is designed to improve the thermal BUILDING CODE performance of wall and roof/ceiling assemblies. Thermal Batts fit CONSTRUCTION CLASSIFICATIONS tightly between framing and are held in place by friction. ICBO BOCAI SBCCI * Cathedral Batts are ALL TYPE ALL TYPES ALL TYPES designed to fit tightly between cathedral rafters and when properly installed, still provide the necessary air ventilation space above the insulation. M metal frame R-VALUE THICKNESS WIDTHS ? Kraft-faced ? 11 31/2° 89mm ? 16" 406mm ? 24" 609mm FLAME SPREAD N/R ? 13 31/2" 89mm ? 16" 406mm ? 24" 609mm SMOKE DEVELOPED N/R ? 19 61/4" 159mm ? 16" 406mm ? 24" 609mm PERMS MAXIMUM 1.00 wood frame R-VALUE THICKNESS WIDTHS ? 11 31/2" 89mm ? 15" 381 mm ? 23" 584mm Ig 13 31/2" 89mm ? 15' 381 mm ? 23" 584mm ? 15 31/2' 89mm ? 15" 381 mm ? 23" 584mm ? 21 51/2" 139mm ? 15" 381 mm ? 23" 584mm ? 19 61/4" 159mm ? 15" 381 mm ? 23" 584mm ? 30C* 81/4" 209mm ? 151/2" 394mm ? 233/4' 603mm ? 30 91/2" 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 with ASTM C 665, Type 11, Class C. Kraft facing will burn. Do not leave exposed. Install facing in substantial 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 wall and roof/ceiling assemblies. Kraft faced CONSTRUCTION CLASSIFICATIONS Thermal Batts have a strong asphalt-coated kraft paperfacing on one ICBO BOCAI SBCCI side. Stapling flanges are provided for standard wood frame widths. III, IV, V 3, 4, 5 III, V, VI *Cathedral Batts are designed to fit tightly between cathedral rafters without stapling the,Jlanges and when properly installed, still provide the necessary air ventilation space above the insulation. 22 G~t u+~D _ gnc~ v~rrL~ Sound Attenuation Batts, ? Unfaced THICKNESS WIDTHS LENGTH FLAME SPREAD 10 ? 21/2" 64mm ? 16" 406mm ? 24" 609mm 96" 2438mm SMOKE DEVELOPED 10 ? 31/2" 89mm ? 16" 406mm ? 24" 609mm 96' 2438mm This product has been tested and complies with ASTM C 665, Type I and ASTM E 136. BUILDING CODE CONSTRUCTION CLASSIFICATIONS ICBO BOCAI SBCCI ALL TYPES ALL TYPES ALL TYPES Sound Attenuation Batts are designed for use in interior partition systems where sound control between rooms is required. Sound Attentuation Batts, composed of unfaced glass fiber insulation, can improve partition STC ratings by up to 10 dbs. Shaftwall Insulation ? Unfaced R-VALUE THICKNESS WIDTH LENGTH FLAME SPREAD 20 ? 5.8 11/2" 38mm 24" 609mm 96" 2438mm SMOKE DEVELOPED 20 This product has been tested and complies with ASTM C 665, Type 1, and ASTM C 553. Y ~ !r BUILDING CODE CONSTRUCTION CLASSIFICATIONS ixQ ~ ICBO BOCAI SBCCI ALL TYPES ALL TYPES ALL TYPES Shaftwall Insulation is designed to improve the thermal and acoustical performance of shaftwall partition systems. Shaftwall Insulation can improve shaftwall STC ratings by up to 7 dbs. Loose ? Advanced ThermaCube PlusO ? ThermaGlasO IX Standard Blend This product has been tested and complies with ASTM C 764, Type Catagory 2. See bag label for installation specifications for required R-value. Fill Insulation is designed for use Loose professional with standard mineral fiber blowing wool machines for open blow attic applications. We Make The Difference 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 0 1997 Owens Corning FEB-19-2004 12:10 EDWARDS INSULATION 6143516650 P.02 Submittal Sheet R-30C Fiberglas® • Insulation for 2X10 Cathedral Ceilings R-30C Fiberglas'* Insulation Technical Design Considerations Installation Unfaced, Kraft faced The kraft facing on this insulation R-30C Thermal Batts are intended to will burn and must not be left exposed. be friction-fit between wood rafters. Install facing in substantial contact In applications with irregular spaced SuperiorThermal Control with the finish material. Protect from rafters, staple the facing flange to the Owens Corning R-30C Thermal Batt open flame or other heat source. bottom face of the roof rafter at 8 to Insulation is designed to provide maxi- Cathedral ceiling applications 12 inch intervals. Tightly abut baits to mum thermal performance for cathedral require that the building envelope block prevent thermal leaks. ceiling applications. R-30C Thermal the movement or air from the outdoor Provide vent openings at eave and Batt Insulation is available unfaced or environment to the conditioned space. peak. Cathedral ceiling insulation with a kraft vapor retarder. Neither the insulation nor its facing should be installed to provide a min- should be relied upon to provide an air imum 1" ventilation passageway Long Term In-Place Performance barrier. Failure to provide an air barrier between the roof deck and insulation. R-30C Thermal Batt Insulation is dimen- could lead to loss of thermal control, Use a vent baffle to assure proper sionally stable and will not slump within discomfort of the building occupants clearance where necessary. the cathedral ceiling cavity. Due to its and frozen pipes. inorganic nature, Thermal Batt Insula- Owens Corning recommends that a 91/='-, R-30 Insulation Batts lion will not rot or mildew and is non- vapor retarder should be used in most - - , . corrosive to steel, copper and aluminum. climates. In climates requiring winter heating, the vapor retarder should be Sized for Proper Ventilation laced toward the warm-in-winter side. R-30C, Thermal Batts are designed to In humid climates, like the Gulf Coast, - t;;1 eliminate R-value loss caused by com- follow local building practices for vapor R retarder placement. In all applications standard Batts compressed into a 91/4" cavity pressing standard R-30 products in 2 P PP with ventilation low i" air X 10 cathedral ceiling construction. utilizing a vapor retarder, maintaining apace deli roximately R-28 8 1/4" thick, R-30C Batts prevent the facing integrity may be important 81/+', R-30C Insulation Batts moisture damage and help assure long for effective moisture / humidity roof life by providing 1" of ventilation control. Repair any punctures or tears Mll , 4q!p?•1 airs ace between the insulation and in the facing by taping. Follow the tape roof deck. manufacture's application recommen- dations. Easy Installation Insulation installed too close to " New R-30C hafts provide the recommended R-30C Thermal Batt Insulation is light fixtures may affect the luminaire's ventilation air apace when properly installed and deliver a full R-30. easy to handle and install. Designed to performance. Do not install insulation friction-fit in standard 2 X 10 cathedral on top of or within 3 inches of recessed ceiling construction, R-30C Batts elim- light fixtures unless the fixtures are inate the need, in most applications, approved for such use. This is a for ventilation baffles. Trimming and requirement of the National Electric fabrication can be done with an ordi- Code. nary utility knife. TOTAL P.02 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST r -0 Application No.DGI 9 ~ o °3 Date Reviewed l0 (J o o Cr E 0 c a Plan Reviewer's Comments & Notes Reviewed By 0 z a -a c Approved Disapproved o a z a m c tY OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads V, i 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 5 8" gyp. Bd. Type Von 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 hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors Bath 24"x 6'8' habitable space 216"x 6T(min) R311.4.3 Landings Minimum Y x 3' R311.2.2 Understair Protection ? 1/2" gyp. Bd. Type X" Bsmt./hallway/bedrooms wired to prime electric/battery R313 Smoke Detector Locations ? pack - upfinterconnected Ordinance Carbon Monoxide Detector utside sleeping areas R317 Foam plastic separation V R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 1/2" anchor bolt @ 6'0" oc,7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements / houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2" for wood & steeU 3" for masonry& concrete R502.11.4 Floor Trusses Engineered design required at Frame inspection PLAN REVIEW CHECKLIST c o a m ~ m V o o Q Plan Reviewer's Comments & Notes o z d a Q !E 0 0 y Z C d a R503 Floor sheathing ? R(402.2) Concrete floors on ground R 506 R602 Wood wall framing R602.7 Headers Tables 502.5(1) $ R502.5(2) R602.10 Wall bracing 8603 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 Allowable rafter spans 8802.10 Roof trusses / Stamped engineered roof trusses required at framing Y inspection R807.1 Attic access 2"x 30" R1001 Masonry chimneys ? Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys park arrestor with rain cap R1003 Masonry fireplaces V Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces yi R1005 Exterior air supply ? M1701 Combustion air V 50 cubic per 1,000 btu/h R602.3.1 Stud size & spacing k' Table R602.3.1(2) Front & Back Form Revised 04/12105 EPEMT N CITY OF DUBLIN DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: Reviewer: Epp ~ ~ ~ Address: Date: Jr, 8 9 5 ~ v~ ~ _ d 5 •O ~ • 0 ~ [ITEM DESCRIPTION YES [NO N/A I Is this a revision to a, Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. ? 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, ? proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. ? 20 Location and size of existing sidewaUubike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. ? 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number: 390 0CO/D 86 Effective Date: Q;5 2 95 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 front door faces• ? Comments: , REVIEW RESULTS: D/APPROVED ? DISAPPROVED ? Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 1/17/2007 N: Engineering\POLICY\ENGPOL019.doc M ~ COMPACTED GRANULAR BACKFILL ITEM 304 CA 0 T9- T REQUIRED IN SANITARY LATERAL AND WATER e SERVICE TRENCHES UNDE PAVED,DRIV~ C 2 ° ° ° p .16 Z li O W I I Iff~ J N~ W~ «7 Q~ C r ~pw tl01 O o I I 3z p~ ~g m w rzyo li ~j rn y 4 o AL p (_D N yF A~ c v II Q 0p Q 0 Z o co w N 0 - v or- zj Lo CL O ad Q c) Q) Z I Qm0 11 wN 164.59' o cy- J Q U w N o') g 84'5641 " W u i I a 4 r"L J ~ I ~ Q Z~ N lxi1~ > ~I O~ON ~ I ~ c w D 53: Lj- d!) Z v a E LLI W ~ Gl l c C0 D Z -1 Z'66 c~ or'£Z6I_ ° o o o U U V) Cn n 2, N ~ ~Q 9 I K U U c°~ tr ° o/ 111 p I M~,01 w 6 L6 c°$° v p o f~ 00 O~Z I~_ o o II II 11 0 ~ 3 n o~~o ? Q O C6 L,: LL- d w Q fs- fi N ---A 100 0z Q ~o 'ot 8° N in C) ~X p~N ((1 ' - O -27 - vJ] I L6 ~Od O N o4 1~ ---I. - T- 3;o u two V O~ I I cn O VlW~O~ W J 167.86 ~ w z c ~ E *5 1 N Q t~ w CL N S 84'56'41 W o E a a rp 0,0 X~ N~ _ W °yHN E E~ O Z H N vavv a m " IzCL w SRR Lu U') LA O rg z uj <c S~ J O m2mm a 2 c N ~~N woo m p z z m °w ? a N I en w ?v z F- o~ a v - °opo L6 c= Qm N N O N N 1V a ~kav°z v- m C.1 ¢ v a Z ~ o a ?o v.J m o~U Q ~C~ m w a w o J a a z (n Z woW z zw C W D i®Zlac Li- m w o ~ w - ~ , z~ N O lyl U u w Q ~p r ~s y N W N m °y c k Q O I wo`~?r- z ~i~N~ W Q 2 J ¢ ~ o CIO) O OgQQ tC (fir - CC N O c J C1 oQO>° llr~~ t7 w `m v ti' aw via4 > o c a CD 7D LA. C5 w L" v o o 4ccc~w~~~ F. o a r; C<? ti v 1Sd Wd ZO B4 ! LOOZ 0£ £ 9M4'19dL04f L006£ 0~8d LO 6M0 :H CLftfa CL r - N ~•c- UJG4>" E PLAN) ~-OOR JOISTS (SE PLAN) SILL ~I STRUCTURAL NOTES DRK Consulting, ln~. COgE) 51LL PLATE W/ 51LL 5E+~-. TION WITH LOAgS ! xb (OR pER LOCAL GOq ~ wi In'o I~fcNOR I In'P ANCHOR BOLTS ° b'-O' ~ MAx' THIg DESKaN IS LIMITED TO TWO STORY RE6ID~NTI~~~~pg MAY REQUIRE Structural Engineering ' ANCHOR to WALL L NAPE A MINIMUM EME BOI-TS SNAL f gIgTRIBUTED OPI FOWIDATION WALLS. IG~ GIN 1~ Building Design A MINIMUM EMBEgM~T DEPMIHN) ABO~ TOP T . OR ApgiTIONAL REINFORG ' ITN A 2' NOOK ANq SHALL < Ate SHALL PkOJE~T ~t5 PER PILAS FRS ~ 1 ~ ALL A MINIMl~1( OF THE WALL. INST ALL A MINIMUM GF TWO ON THE PLANS. 9500 State Route 736 BOj.T LOGATEq NOT MORE WALT. FOOTINGS SHALL 16' x 8 W~~T~, ~ ~ SHOWN~L WIT OO PSI. 43064 SILL pI.ATE W/ ONE BC SECTION OF F .ATE W/ GdE FOOTINGS ~ CAST IN gSIYE gT~NCsTN OF 1,5 ~ END OF pI.ATE SEGTIGN. 2.gTORY BRICK VENE R, Plain City, Ohia 12' FROM EACH ENq OF TbIGN CONCRETE SHALI. HAYS A MINIMUM 28-DAY GOMPRE DESIGNED FOR A MAXIMUM 614.554 , 5723 THE FOOTNGS DETAILED oN THE D OTHERWISE ON THE FOUNDATION Pl-AN• FINISNEq ~RAgI~ I AY A MfNfMUM ~ b Ihl ORIGINAL SIGNATURE IN RED ~fMl~"i ~ b' N Id FEET. BEARING ~ 1~D0 PSF SLOPE AW FOOTNGS M?•~T BEAR O?`I UNDISTURBED g01L. REQUIRED FOR AUTHENTICITY all SHALL BE IN GONFOt~"1ANGE WITH: ~~~~+ttOF'~~~i ° A?IOiN UTA~I . ~!D NpA?IdN UJ1yd.l. ~~I1ta CONCRETE ALL CONCRETk WORK ` ~ ~~TE ~ oy-, , 8 p 8'-~' WALL WJ 9'-0' WALT- ~ ACI 301-99 gPEGIFICATI0N5 ~I~TS FOR STRIIGTURAL CONCRETE a SOIL TY 1'-0 g'.p' UNBAL. FILL ACI 318.0 BUILDING COgE R7: D RLE /0 1'-0' UNBAL. FILL - KINSLEY D NOT REc21,IIRED CONCRETE USEq FOR WALLS gNALL HAS A MINIMUM 28-DAY COMF'RESSI ' ~ ° N~ ' ` : t e I - 30 PGF Max. 9p ;F Max. NOT }QUIRE STRENG~ OF 3,5D0 PSI. . ~ E-54989 N( ; . a it - 45 PCF Max. NOT }SQUIRED '6 OC ~ Max. t ~ 40 OC ~~pRCING STEEL SHALL ARM TO ASTM ,4615, GRADE b0. ~0,~~ R~ ~ \ ° T Max"~ ' OPENINGS A1~ ~ Max ~ ~6 ~ 48 OG RE•BAR FULL HEIGHT VERTICALLY ON EACH SIDE ~ WIND T 111~60~. Ug 4'-p' LONG BELOW ANY OPENINCw. - IqE A ~ BAR TH PL ALL ANq ~ ~ iJ~ i I i 1?~ F'!~ THE INTERIOR FACE ~ ~ W NOTES. TYPE SC AS gEFINEq iN SOIL I TYPE II N D fN TI•~ UNIFIED SOIL CLASSIFICATION PROVIDE A ~ BAR THAT IS THE WMgOW W1D 4g DEFI E THE VERTICAL BARS SHALL BE PLACED I' CLEAR FROM III qE5 I oNTAL BAR SHALL 8E PLACEq oN THE ExTERIOR 51DE of THE VERtfCAL BARS. b ~ BAR gYSTEM SHALL UTIL UTILIZE nPE THE HoRZ ©GppYRiGHT 2006 GTiON: ° INfdRCING, BAR TO RGING BAR TO BE FLUSH WJ TOP OF WALL. TS SHALL ~O~ TO ASTM A301 R WJGNOR BOLT . S FO . • I I ° TOP OF NOtE ~ , ANCHOR BOLTS ANCHOR BOL , ~ A MINIMUM ~ . II' a a t SHALL NA ANCHOR ~oL I , In'ox1O r e ~ , BOLTS AT SILL pL~,TES SHALL BE IN3ATT~pE~~l~~ Tµ,~,! IZ~ROM ~Hg ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF DRK CONSULTING, INC. T. ~ N WALL. OF 1' GF EMBEDMEN a w < S GONGRETE Fq >N WALL. ~ PER SECTION OF SILL PLATE, WITH I pOLT LOC [DRKCj AND MAY ND7 BE USED, ' ANq ~ • • ~ ~ ABLE FOR 1~ft~ORCING 6 -0 OG ~i SEE T ;1~fNFORCI END OI~ THE SECTION GF I~-ATE• DUPLICATED OR ALTERED WITHOUT THE ~ SHALL NOT EXGEEq ~ BOLT SPAG i?' FR4M CODERS. . a• • ' a ,r . WRITTEN CONSENT OF DRKC. IDE 18 INCHES OF WASHED GRAVEL (SOT N0.5U ABOVE THE FOOTING FOR TH NCT BE MORE ~ I L -SEE NOTES . d rr SHALL w EARTH BAC~CF L .L - 5EE NOTES BACKFILL WIDTH OF THE EXCAVATION. E MAY ~ ANY NATIVE 501E HERS AT ,aIJ- ~ vigE STANgARq WAS ~ . ~ PRO ~ ~ THE FOOTING TO FINISHED GRAD 4192 , ~ , OR U7AT>RPRO CTlCNS. c , ~ gAMF'l~~ DONNE ~ ~ PER LOCAL GOgE OR U7ATERPROOFI~ BACfCFILL IS INCHES ABOVE OVER b INCHES IN SIZE, HIGH Project No. ' INiMUM A~ r.:.. MEMBI~ R LOCAL GOgE. t~-pCal IS FREE OF gEBRiS, Of1G TOF'g01L, R4Cl~° CONTENT OR HIGH r~ITENT OF STI>~, HIGHLY PLASTIC CLAYS. N1~ ANCHOR BOLT 21n M ° pRpJEGT L ' FELT MEMBR~ ATION WAL TOP OF FOUNq = ; , ` F,/`__ JE MOISTURE ING THE prawn e ~ FOUNDATION WALLS SHALL BE pROPEW.Y BRACED PRIOR TO PERFORM Df~ BACICFILLING OPERATION. Checked ' 18 MINIMUM ~VEL 01l11l0b ",CKF{LL Date i (OgOt 51) pACKFILL. IL ~ TA D . E 0 H C A E T Revision Dates P ILL S ' a L EXTERIOR ~TERIOR IgSLIEq FOR GONSTRUGTION 05/03!01 ~ ._0 OPTIONA ~ 1 , RAIN TILE. a 4 q .E. a e e ° NOTE: fined in REq by ~ ° Project: a' x ib' ~NGRETE a drawl fb for tNe bole ube of BIA of Central Ohio ~nembera and (b not valid unlebb It b b i FooTING, ~ItINU4U5. n N~TINI)OUS. the lbbuing PraFebblonal Engln69r• ' INAL (OR PER LOGS a NOM ~ ~ RYAPOR WARBLER c. SLAB ovER vAPO ~ 'MIN). s OVE FILL (4' MIN). ON C~RAYEL FILL N Q TI C E S LL A W N d TI DA U F P N A „ _ 3J4 -1 0 ~x gl-OCKING ~ 2a' oG TO ; MAUGH~FL ~j S00RING TO GL E 2xb (OR PER LOCAL CppE) ~•~I~' Aryl TO WALL WE W/ SILL SEAL. OCAL GOgE) 1xb (OR PER L SEAL. ~,4 ~Tg, 5EE TYP WALL 1x6 lOR PE;¢ LOCAL GOgE) TEq SILL PLATE Wt SILL TREA SECTION FOR DETAILS. TREATEq SILL PLATE W/SILL SEAL. ANCHOR TO WALL WJ R TO WALL W/ SEE TYP WALL In'0 ANCHOR BOLTS. SECTION FOR DEIAIL3. E TYP WALL ION FOR gETAlLS. SECT A' Ib' CONCRETE STEM a • II 4' x 8' GOPIGRETE STEM . °0 ~ ,p ~ NINCs ANq pROvIgE FLAG 51ar~ ANq , Z~ l.U~(r~ KJ PROVIgE FLA ~I WEEPS a 3Z' OC. WEEPS * 32 OG. a I(~~ir~~ a • . e, 8' CONCRETE FDN WALL. _ . SEE TABLE FOR ~iNFORCING a ~ CONCRETE FDN WALL. ~ ~~J ° G ,,r ~ TABLE FOR ~I>JFORCING ° 8' ~GRETE FpN WAL . ~ ';w; TABLE FOR I~INFORC~ ' e'. ~ SEE b' MBAR v~ b~~ ,r _ , b' ~ BAR ~ D'j, e b' ~ BAR b ~ ° 6' ~ BAR TYP JOISTS PARALLEL TO WALL U` 0 c 2 TE NA URSE BRICK LEDGE 3 314" =1'-0" ~~~~~U~~ . 2 C• ER LT A 2 , E 34 -1-0 1 D LE K IC BR E 2x6 TREATEq SILL PLATE WI SILL SEAL. ~~Id 15 7001 S R U . Q 1 TE A ER LT A ~~Rp~y~AL,gB MUD SIL ANCHORSTS ~~Jl~i~iNG DIVISION ~ 3~4° - "-0" ATE Wt SILL SEAL. 4xb TREATEq SILL PL ~ TS LL SEAL. ~R12' oG MAX ~ Ul{THIN 1~' OF CoRNEI~ (`,I~rY QF DUBLIN TOR BOLTS (OR PER OR EQUAL. INSTALL PER MANUFACTURER'S L Wl In o ANGNOR BOL ~4{OR TO WAL GNORS NCHORS 4' NOMINAL gpECIFICATi0N5. MASK MUq SILL AN OR SIMPSON ~~RS LOCAL COgE) CRETE 1~ROVIgE FLASHING ANq O1~ER5 SLAB OVER VAPOR BARRIER e OC MAX i WITHIN 12 OF , PER MAN,~AGTURERS AGTURER'S ~ GRp,VEL FILL (4' MIN). WEEPS ~ 32' OC. . 'NOMINAL (OR PER OR EG~tlAL. INSTALL 4 TE PIONS. OCAL COgE) CONCRE 6PEGIFICA FINISHED CsRAgE. L ARRIER SLAB OVER VAPOR ~ SLOPE AWAY A MINIMUM PRELIMINARY CsRAYEL FILL l4 MIN) FINISNEq C~RAgE. OF b' IN 10 FEET. ~T ~ r~ MINIMUM . , ; ~ SLOPE AWAY A • . • CONSTRUCTION r% ' ° OF 6' IN 10 FEET. j - 4` x 8' GONGR.ETE STEM Sheet Title: .m 4. ~ 1 STEM 4' x $ GONGRETE ° RIGIq INSULATION ~ ~ ~ 4C A 11 CONCI~.ETE 8 . • . ~o O~DATION w ..,v_irti IAIGSiII b1'101y OCQ 8' htASGNRY • ~ . ~ ~ x ~ rC1tSIV uwM~~•..-. ~ ~ d DETAILS a ~4 4 d1 J wMASONRY A 4 „4 :d to a J Sheet Number. 77 as n'• x 16' GONGi;~F-fil+ X 1$ GGNrile $ lYP WALK-CJUT SECTION W1 BRICK FpOrINCs, caNl'INll01l3 (MIN), SING, CONTINUOUS (MIN). ' C 3/~ill O 1 1-011 C E ~s U K AL W P N _~n 61 FLOOi FLOOR JOISTS (SEE PLAN) 2x6 l~ ANCN 2x6 lOR PER LOCAL COgE) TREATED SILL PLATE W/SILL SEAL. STRUCTURAL NOTES ANCHOR TO WALL W/ 1/2'0 ANCHOR BoLTB 0~ G~bD~ 0131NI1`HIN 8 ~ 11' OC GENERAL This design Is I1mRed to two story residential construction with loads ALL VIfO - E TREA~'EID Max MAX 1 WITHIN 11' OF COMERS OR EC~tIAL. distributed on Foundation wails. Concentrated loads may require ~E ~'RESSU~ YO INStAI INSTALL PER MANUFACTURER'S SPECIFICATIONS. pilasters or additional reinforcing. DRK Consulting, Inc. PROv PROVIpE HOLLOW BLOCK a REBAR 1 ANCHOR BOLT FootInge shall bear on undisturbed soli with a minimum allowable bearing Structural Engineering NOTES FOR ANCHOR BOLL CONNECTION: O L GA LOCATIONS. OTHERWISE USE TERMITE BLOCK TOP COURSE. strength of 1,500 PSF. Building Design FINISHEp GRApE. V2'~ x 16' ANC FINISH NOR BOLT SHALL NAVE A MINIMUM ~ ~N , ~4 ~MO'R STRAP !S NOT SLoPI OF 13 OF EMBEpMENt. SLOPE AWAY A MINIMUM OF 6' IN 10 FEET. FOOTINGS ib' x 8' minimum cast-in-place concrete For 8' masonry or as shown P RMITr~p I TY ~ FCN~ U,S~ N OI OF DUdLlN ~I on the plane. concrete shall have a minimum 28-day compressive 95DD State Route 736 BOLL SPACINCs 6NALL NOT EXCEEq 6'-0' OG ANp II strength of 2,500 PSI. Plain City, OH 43064 ~OUNpATION IUALL R~QI1fREM~NtS SHALL NOt BE MORE THAN 12' FROM CORNERS. ` II SOIL EGKJIYALENT FLUID PRESSURE = 45 PGF MASONRY Masonry construction and materials shall conform to all requirements of 614.554 , 5723 PROVIgE STANDARD WASHERS At ALL ANCH OR BOLTS PER BUILDING COD AGI 530.1 / ASGE 6 'Specifications for Masonry CONNEG?IONS. STRAPS APPR E OR ANCHOR WALL OVED BY THE CITY OF DUBLIN. r WALL HEIGNT REINFORCING BAR SITE Structures' except as modified below. ORIGINAL SIGNATURE IN RED OF C ~ OF COURSES AND SPACING, Oc. MAXIMUM REQUIRED FOR AUTHENTICITY PROJECT ANCHOR BOLT 2 U2' MINIMUM ABOVE #8 s1 "6 "5 UNBALANCED FILL Masonry shall have a minimum 28-day compressive strength of 1,900 PSI ``tt1l I ?II/~~ TOP OF FOUNgATION WALL. II III ~ 64' 48' 32' 6~.8~ as determined by the average net area method. ```~P,~~ ~F O~i'' 11 1 1 64' 40' 31' 1'-0' Concrete Masonry Units ICMU) shall conform to ASTM G90 Type I or II ~ DALE ~ 11 /1 56' 56' 40' 14' 1'-4' Unite with reinforcing shall have 2 cores. I 13 48' 48' 31' 24' 1'-8' 5 i/8' ~ BAR TABLE NOT(=B: Mortar shall conform to proportions specifications of ASTM c210, :A E_549$g ~ TABLE I ANCHOR BOLL u~ - Type S. Alternately, the Following 2 Field mixes are acceptable: :0 ,p a ~ I. CzRC w , 2. INS1 I. GROUT GORE W/ BAR SOLIp. i~ ~~lSTE~~ 2. INSTALL REINFORCING STEEL BAR PRIOR TO GROUTING. i~S G ~ 3. SEE d . d. ~d Cement-Lime: Mix I part Portland Cement,114 to 1/2 part ~ I E ~ 3. SEE TABLES BELOW FOR ALTEi~lATE 501E PRESSURES. Hydrated lime and 2 IR to 3 parts Sand, or ~ /~l ~NAL 1~~ ~ w ~ 4. S01 4. SOIL TYPE SC AS DEFINED IN THE UNIFIED 501E GLASSlFICATION ~ ~ I I t ~ ~ J 4 SY; SYSTEM SHALL UTILIZE TYPE III gESIGN. Masonry Cement: Mlx I part Masonry cement, VZ part Portland a~_ ~ ~ ~ G~ . . ° ~ is Cement and 2 Ill to 3 parts Sand. ° 8' REII ° . o OC ° o'. ~o, Q . 8' RE1NFORCEq MASONRY ©COPYRIGHT 2001 ~ , , o a. e ~ GROUT Grout shall conform to ASTM 0416, and have a minimum 28-day EARTH BACKFILL -SEE NOTES compressive strength of 2pO0 PSI. ALL DRAWINGS ARE AND SHALL REMAIN o ..e. ~ 0 ~ EAR11' 0 0 o a ~~6 ~ ~ THE PROPERTY OF DRK CONSULTING, INC. ~o DAMPI ~y' a o:.:.' MEMB DAMPRODFING OR WATERPROOFING Grout may be field mixed as follows: [DRKCj AND MAY NOT BE USED, MEMBRANE PER LOCAL GOpE. DUPLICATED OR ALTERED WITHOUT THE Y. ~ 6 ~ } o . o° Mix I part Portland Cement,1/10 part Hydrated Lime and 3 parts Sand. WRITTEN CONSENT OF DRKC, ,a; FELr r 00 a FELT MEMBRANE Add sufficient water to provide a slump of 8 to 10 ind~es. 00 la a n Flpp~~t Spaces to be grouted shall be free of mortar protruding in excess of Project No. 1112 FIRST BLOCK COUR81= SHALL 1/11nch, mortar droppings and other debris. ° ° !w I ° NAVEI HAVE PRE-CUT INTERIOR 1 Drawn pRK EXTER EXTERIOR WEEPS ~ EA. GORE. Cores below beam pockets and plasters shall be grouted solid for 2 courses. -tie Sfm Strong-tle OPTIOI OPTIONAL EXTERIOR or the course at bottom of the pocket shall be either a solid unit or a termite un1t. MA MAB a a 4 qi: Checked ~ 4'0 BRAIN TILE (LOCATION 1). Consolidate grout at time of placem~t. Pour grout in Ilfts of 11 inches In a OPTIOP OPTIONAL EXTERIOR height and puddle grout between Ilfts. Date 4/12/01 4'0 pRAIN TILE.ILOCATION 1). RE-BAR Reinforcing steel shall conform to ASTM Ab15, Grade 60. SILL PLATE AN ~ ~ ~ ~ 4'~DR CHOR DETAIL S .a . N.T.S. Revision dates n Place vertical reinforcing at the maximum spacing indicated. OPT. DRAiN TILE LOCATION 2/10/06 - s Bars shall begin at the maximum spacing from all corners. REVISED 501E BEARING 01/01/01 ~ ~ Walls that are less than the maximum bar spacing between corners or supports ISSUEq FOR CONSTRUCTION 01/19/01 are not required to be reinforced. U86 posltloner8 tO hold the Vertical barb In the correct position. 4' Noi? coNC, 4' NOMINAL LOCAL CODE) GONG, S R VAPOR BARRIER Place reinforcing steel prior to grouting and provide a minimum of 1/4 inch Project: ON ~ ON G FILL (4' MIN). ar of any interior block surface. - NOTE: TYP F OUNDATI WA ON LL E Tl N SCO This drawing Is for the tole use of BIA of Central Ohio end OCMA of Central Ohio members and is not valid A _ lacement tolerances shall be as Follows: unlett it It t(gned fn REq by the ProFettlonal Engineer. 3/4" =1'-0" nce from 4 bar to exterior Face of wall shall be within 1/2' ing between vertlca I bars sha II be within 1' along the length of the wa I I. BACK FILL ~ ids IS inches of washed gravel IODOT No. 51) above the top of the footing width of the excavation. 1, ~ 1x6 TREATED SILL PLATE Wl SILL L. 2x6 TREATED SILL PLATE W/ 81LI. AL. 2x BLOCKING ~ , ' OC TO III IB' above the top of Footing to Finished grade maybe any natNe soil MATCH FLOOR T8 SIRE. ch to Free of debris, organic topsoil, and rocks over 6 inches 1n size. ANCHOR To WALL WI 1~1'a AN BOLTS + 12' ac, ANCHOR tO WALL WI 1!2'a N + ' A C BOLTS 72 OC, GLUE ANp NAIL RING TO ,f` R SIMPSON MAB23 MUp SILL CNORS a 40' OG OR SIMPSON MAB23 MUp SIL NCNORS s 40'~OG t WITHIN 12' OF GORNE OR EQUAL. AX R WITHIN 12' OF CORNS OR EQUAL. BLOGKMG undation walls SHALL be properly braced prior to performing the back filling operat?on. INS LL PER MANUFACtU 'S 6PECIFICATfONS. I TALL PER MANUFACtU R'S SPECIFICA?IONS. 2x6 lOR PER LOCA E) ALTS „ SOIL PRESSURES ~ PROVI FLASNINC~ PRO E FLASNINCs D TREATEp SILL PLAT ` SILL SEAL. WEEPS + ' OC. WEEPS 32' OC. ANCHOR TO WALL W/ FILL AIR SP / MOR?AR Ar TOP COURSE. FILL AIR ACE I MORTAR 1/2'0 ANCHOR BOLTS \ , ~ouNpATION IUAI.I. ~QUfR~M~NTS ~hi~ ~oncr~te ~Casonrg~ OR SIMPSON MASS MUp TOP 2-GOU ANCHORS ~ 11' oc MAx t~ ; SD IVALENT FLUID PRESSURE : 3 4' MASONRY t TO COURSE. 8 NORIXON JOINT REINFORGINCs. II II WITHIN 12' ~ CORNERS OR USE FINE Cz Ut IN TH COURSE, r ' ~ 4 MA5 At P 2-COURSES. II II INSTALL PER MANUFACTURER' WALL HEIGHT ~D S ING BAR C MAXIMUM 1~f1.Ohi0tOfiff81k81Ci0~Dfl(y,Otg ALT: 6' SONRY At B LOCATIONS. ~ OVf "4 x 4'-0 a 24' OG BETWEEN SPECIFICATIONS. ,f , i ~ COURSES UNBALNCEq FILL IN BARS N T 4' MASON II RY II "8 . _ C~ROUt IN THE COURSES. ~ 'I MASONRY At BA OCATIONS. ` p II 1/2 12' 11' S6' 6'-8' I 12 11' 12' 56' 48' ' P ~ ul.. , ~ ~ / I 11' 12' 56' 40' 1'-4 8 REINFORCEq MASON 8' ~I ED MASONRY 8' REMFORCEq M RY 13 12' 12' 48' 40' 1'-8' i ; t 1. i 55/B' BAR 5518' ~B " ~OUNpATiON WAI.~ 1~QUfI2~M~NtS ~ 5118' ~ BAR EQt!lVALENT FLUID PRES,StlRE • 60 PGF NOTE: WALLS W/ ERIC qC~E 6NALL BE Y G UNTI I j ~ 5118 S PROPERL BRAE L tNE EXTERIOR MASONR AS BEEN INStALLEq ANID MORTA REq. l { WALL HEIGHt ORGING BAR SIZE MAXIMUM s OF COURSES ~ ~ AGING, 0 ~ UNBALNCEp FILL 111/1 56' 6' 40' 2 6'-8' 4 ALTERNATE - E S BRI K LED C GE ALTERNATE 2- LE E TYP JOI T S S PARA LI fSPARALLEL TOWALL 1112 48' m' 3a' 6' 1' m 3/4 1-0 13 31' 32' 16' 16' 1'-8' 2x61 2x6 TREATED SILL PLATE W/ SILL L. 6 TREATED SILL PLATE W/ LL SEAL. ANCE ANCHOR TD WALL W/ 1!2'0 AN BOLTS CNOR TO WALL W/ V2'~ CNOR BOLTS OR S 4' NOMINAL lOR PER 'R SIMPSON MASS MUD LL ANCHORS 'NOMINAL (OR PER ~ 12' / OR SIMPSON MASK MUp SILL CHORE LOCAL GOgE) CONCRETE ~ ~ 12' OC MAX 1 WITNI ' OF GOI~IERS OG L E1 CONGI~TE OR E ~ 12' OC MAX 1 WITHIN 12' OF CORNERS OR EQUAL. INSTALL PER NUFAGTURER'S ~tE ~ ~d~ DA's ' " d~ SLA oVER vAPOR BARRIER ~ R EaIAL. INSTALL R MANUFACTURER'S SLAB oVER POR BAI~IER SPEC SPEGIFiGAT10N6. ~~~QR~ ~~U QQ~t~ ~`h1 0 CsRAVEL FILL l4' MIN). PECIFICATIONS. ON GRAVE ILL l4 MIN) PR01 PROVIpE FLASHING D WEEPS 4 3r oc. ~c~u roLL F~~c ~QQ-362-27~~ . e ; ~ , ~ fNl&NEq E. WEEP ' ~ ° ~ I LOPE AW A MINIMUM 0 6 IN FEET. FIN164 FINISHED GRAD . oHiour~,r~s~r~cro~s~,ac~ ~ SLOF N !I :z ~ a i a4 ~ 6 SLOPE AWAY MINIMUM of ~ OF 6' IN 10 ET. c~ 1 ' x 8' L-BLOCK SoLip MASONRY ~ N , I I 8 E ' i. ~ tidy ~ ~2 1.7~-~.~~ r~.,~ ~~~'td~y~l~r~ Sheet Title: 8 8' -BLOCK SOLIq MASONRY RIGIq INSULATI ~ , ~ , ; RIGIq INSULATION ~ w w STANDARD ~ ~ ~ I UC ~ wQ ~ 1 a~ 8' MAS Y , ; , ' ~ p 8' MASONRY u ~ PIAIyS MU~~' c~N SITE I ~ F o a ~~~~~b~ ~ 8 MASONRY ~ n ~ ; ' iv , ~ ~ M~u ~ FOUNDATION ,1 0 - n~Tnn c~ ~ ao a ~f .ea a r f' UL I ILO s CJ a : , E, , 3, r m 8 x 16 CONC TE 8 x 10 8' x 16' CONCRIETE Sheet Number: TYP WA L-0 ECI FOOTING, CONT1 8. FOOTI US TON - NP WAL 0 /SECTION RICK FOOTING, CONTINUCUO. 3/4" = 1'-p° 314" = 1'-p" } } ff9n`~~Ya~' ~'J~.111~~%IrC THP1rvP!a.'A..9~, .~+In~yf~'R. 9kCwn ^6Wb~' ~'_fiY~OY4'ua'~' d'.I~iQjl 7' 0 1~~ 1~"~ 1 U Z i 1~ A N A'l i~'' ~ 9# is.,! m ~ j'... r W a h 51'-0" ~ o~~i e4% i~ ~I ~yp+~r~ ~ a w ~~f ?~I 1 Cx~N~l~~l~ NOTES: ~ ~ ~ ~ W ~ ~ N ti ~ G ~w:o:cwa , XV ~ p ~ N J 1, LOAq [ 1, LOAp DESIGN pERAMETERS ' ~~~'~r ~ ~ Q} ~ Q R001 ROOMS: 1St FLOOR 40 PSF L.L, 10 PSF D.L, o: ~ a ~ w 2ND FLOOR 30 PSF L.L. 10 PSF p.L. R001 ROOF: 25 PSF L.L. 10 PSF p,L. ATTIC LLB.-.' ATTIC 20 PSF L.L, 10 PSF D,L, ",,,w„~ Diu a ~~.».u~; ~4 WIND'. WIND: 13 PSF ANTIC ANTICIPATED SOIL BEARING CAPACITY 2000PSF u,,,a -'~i, .____._;.„~,~.,.m~ 2. DIMEN~ 2. DIMENSIONAL LUMBER SHALL NAVE THE FOLLOWING PROPERTIES: ~u~.~YwR° ALL S' ALL STUDS TO BE STUp GRApE OR BETTER. ALL L LINE OF WALL ABOVE , ALL G ALL LUMBER SHALL BE N2 SPF OR NAYS tN): SAME DESICsN VALUES OR BE1't)^R. ALL pIMENSIONAL LUMBER SHALL NAVE A MAX. MOIStIilRE CONTENt 4F 159 _ -i i 3. THE FI I I I I I 3. THE FOLLOWING PASTING SCHEDULE OUTLINES THE MIN, REQUIREMENTS. BLOCK WALL FOUNDATION WALL FINISHED , I I I I I UM I I I (RS} I I I I (RSN~RiNG SHANK NAILS CWN¦CGNNON WIRE NAILS) 1-' I I I I I I I , , I/ I I I I I I I A. 5~ ..I III I 1-0 1 1 I ~ I I t I Q A, SUDFLOOR TO JOIST: GLUE AND 1.8D R5N ~ 6" O.C, ON THE EDGES a 12" O,C, IN THE FIELD --^'Z' 1 1 P, ~p Y. I I I I B. V~ I~;I r I I I I I ~~~I~ ~ I G, S1 S, SOLE PLATES TO SUi5FL00R: GLUE AND I.16p GWN 8" O.C. C, STUD6 TO SOLE PLATE: 2-16D CWN ;u, ; I" I I I I ' _ _ _ / i ~ 4" 'C:GNC, 0 P51 W/ 5-Zqo AIR i i i i , q. Sl . p. STUDS T0~ TOP PLATES: 2-16p CWN / / ~ GYCR vAP R BARRIER ANq ~ ~ ; ; E. ST E. STUD TO STUp # PLATE 70 PLATE: 2-ibp CWN ALL ELECTRICAL WORK WILL BE INSTALLED iN I I I I ' ' F. RC / I CsRAvEL FILL. I I I I I / ~ I I ~ 1 , I . I,,. ~ (R. RI P, ROOF SHEATHING 10 TRUSSES: 8D CWN ~ 4" O,G, ACCORDANCE UVITH THE NATIONAL I I I I _ I I I I - - „ ~ ~ N, we G. ROOF TRU55E8 TO WALL: " SIMPSON STRONG TIE ANICNOR N2,5 " ELECTRICAL CODE. N. WOOD NAILER TO tOP OP STEEL BEAM: BOLT OR RAM SET Ill It1 I I t I \ i I ' I 4, ALL , I I I I I I I L I I I I i1'-II" 11'-10" 1 11'-il° I I _ i I 4, ALL L.v.L. BEAMS SHALL BE FASTEN PER MANUFACTURES SPECS. ~ ~ I - I I I i , I , - I I '~5, TRlJB° GF1C RECEPTACLE PER ARTICLE 290-8 NEC. ~ I I ~ I I ~ I I ''5, TRUSSES SHALL DESIGN!^p BY A STRUCTURAL ENGINEER REGISTEREp IN ~ ~ THE STATE OF ONTO, ROOF TRUSSES SHALL BE DESIGNED FOR THE ~ ~ FURNACE ' ' ' ' WATER I I ~ I r.,~„a~.., THE S I/ I HEATER I 1 I I FOLLC FOLLOWIND LOADS. I I I I 1 I ~ I I,~'~ l 1 I I I I I 4^ ~ I 1 I I N I/ I ~ I I~ I I I I TOP C ~ ~ ~ , ' I 1 ToP c TOP CNORp L.L.• 25 PSF ~ !QU ~ ro ToP cNOR>~ p.L,• to PgF INAG'COROJ4~C~W1TI?~I~..~CO ~ I I ; ~ ~ I I I I t ~ I . I ~u~~~h , . , _ 1 1 M BoTTt BOTTOM CHORD D.L,• 20 PSF t 20 PSF LL IN 42" NIGH PANELS. ~IL41NG CODS. O ~ ~ ~ ' ` ' I 1 ~1 I/C ~i r, I I 1 I I I ~ , I I I i Q y ..a~l~°. FIRE81 ~O, PIRESTOPPING SHALL BE PROYIpED WITH NONGOM6USTIILE MATERIAL IN THE FOLLOWING LOCATIONS: ~ u Q ~ I ,r ..`~I. ~j +l I I I I d I C I I ~ I I 1 1 GG A, CONCEL>rD SPACES OF STUD WALLS AND PARTITIONS AT THE ~ >l1 ~ a CEILING LINE ANp AT THE FLOOR LEVEL, ~ I . ~ I I I I B. Ar I , I I I I B, At ALL INTERSECTIONS BETWEEN VERTICAL AND HORIZONTAL ALL 1'~1N OF / ' II I I I 1 SF l i f 0~4 I I I I SPACES SUCH AS OGCUREB At SOFFITS OVER WALL CABfNETS, TO BE PRE~URE TREATED I I I I I I p~ I I I I I I ri. OF DROP CEILINGS, C, OPENINGS AROUND PIPES, DUCTS, FIREPLACE CHIMNEYS AT s~ m i i i I i i GEI CEILING: AND FL40R INTERSECTIONS, M~b ~ ~NCfIOR STRAP ~S NOT I I ~ - 1 I I 1'~~~ - ~ i - - - - - .i ~ ~ i 1, ALL {f' L ~ I I I I I 1 1, ALL {NTERIOR WALLS ARE 3 Ill" UNLESS NOTED OTNERWIS~E, PERMiTT~D FOR USE iN CITY Of ~UeIIN ~ C~ I I ~ ~ I I N I I ~ I _ N , I I 1Qt-~II _-J 4 10'-8" i _ J 8. HANgI' I4 8. HANDRAIL TO BE CIRCULAR,I ir4"-2"IN aIAMETER ELECTRICAL SYMBOL 1" I y ~ l t OR H~ I/ I t n - , I i I -li ' -li a 16 -0 8 -0 x B Q A PEA ` OR NAvt: A NON-cfRCULAR G~08s-SECTION WITH pL~~_ Ky~ , ~ I I I 1 _ ys ~ I i ' i i N MORE A PEt~IMETER DIMENSION OF AT LEAST 4", BUt NOT COMB SMOKE CO DET, ~ I I s ~ 1 I MORE tNAN 6 I/4" ANp A LARGESt GROSS SECtIDN SM/CO ~ ~ ~ Q ~ ~ - ~ ~ - I ~ ~ ~ pIMEN I I ~ ~ - TO Mfg pIMENSIONNOT TO EXCEEDING ? 1/4 ~ EDGES EASEp TO MIN, I/8" RADIOUS, HANDRAILS ?0 NAVE A MIN; _ i I I 1 1 Q I 1 r ~ I I _ I I iw N~x~QY,~~~~ ; ANq h ANp MAX, HEIGHT OF 34" ANp 38" RESPECTIVELY MEASU~Ep POINT 1'- 1 I lot 1 l ~ ~N 1 I vERTI~ VERTICALLY PROM tNE NOSING OF THE TREADS ANp BE I ~ - - - 'r I I 1 4" GONG. SL 914004 PSI1 W/ 5-lq" AIR I t~ I I a l i i (`'ROY PROYIpED ON At LEASt ONE S1pE OF THE STAIRS. GUARp ~oT 22 ~ , , I 0 (c~c~' OvER GRAVEL FILL, SLOPE I ' RAILS RAILS SHALL NOT BE LESS THAN 36" IN HEIGHT. light ' " I _ _ + i > ~ ~X TOWARD OYERNEAD DOOR. i ~ 9. I - - ,V I I I 1 ~ I .I g. C~L~41~~ ~T I~', S i ~ - ~ ` I I a THE EP tNE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL ' ' ~ ~ ' HAv I) I , I I ~ I I HAYS NOT LESS THAN 1.5 INCHES OP BEARING: ON WOOD SWItCh $ ~~41~1.>4NT~?~~ ' ' ~ I i i ~ a i OR ME 1 11 - 4 I OR MEtAL ANp NOT LESS THAN 3" ON MASONRY OR CONCRETE. ~ i i I i i =r I 10. INSTA 1 II o I I I o 4 , , , I I ~ I PARS' f0, INSTALL D6L, RIM JOIST WHERE FLOOR JOIST RUN switch 3 wa PARALLEL t0 FOUNDATION. y $a , I 0 I I .I I ~ 9 iii ~ I I I ~ ~ I I N / i 14 . . ~ I ~ ~ II. ~olsr II. JOIST SHALL BE SUPPORTEp LATERALLY BY SOLID RSVISIONS: _ ; ; I I I I BLOC BLOCKING, DIAGONAL BRIDGING: (WOOD OR METAL) ANCHOR BOLTS PER BUILDING CODE ORANCHOI~ 10/11/03 3/16/04 i i i w ~ I I AT IN' I , I I ~ I . I I I , AT INTERVALS Not TO EXCEEp 10'. STRAPS APPROVED BY THE CITY O!=DUBLIN. II/18/o3 I / I I I I , I ; I I 1122/04 I I / I I 11. NOTG i ' , I I t 1 I 12, NOTCHES IN LUMBER ARE NOT TO EXCEED I/~o THE DEPTH 3/1/04 / ~ 1 I I I I OF THE FLOOR JOIST, RAFTER, OR BEAM, ANp SHALL NOT ' I I 1 1 I 8~ LC T , , I I I ' NO Nc BE LONGER THAN I!3 THE DEPTH OF THE FRAMING MEMBER, NO NOTCi~IING SHALL BE PERMITTED IN THE NIPPLE I/3 OP DR JP 4/6/Ol ' ; ; TNES N I / ~ I tNE SPAN. NptCNES AT tNE ENp OF FRAMING MEMBERS 51NALL c / 1 I f n~ I 1 I NOT E _ ~ , , t NOT EXCEED I/4 THE DEPTH OF THE FRAMING MEMi3ER. `~I CR - I I I I - I 1 1 I I cc ~ I Q 13, THE q 13, TN)= DIAMETER OF HOLES IN FRAMING MEMBERS CJ~ N ~ , y ~ SNALI SHALL NOT EXCEED 1/3 tNE DEPTH OF THE FRAMING " MEME MEMBER. HOLES SHALL NOt BE ANY CLOSER THAN 2" TO ANY ~ FOUNDATION PLAN 1 • OTHEI t~l~ I 8'-0" FR011 OTHER HOLES OR NOTCHES, HOLES SHALL NOT BE CLOSElZ THAN 2 APl"•[~~ FROM tNE TOP OR BOTtOM OF THE FRAMING: MEMp~ER. I j 4" GONG ("#000 P5U W/ 5-1q AIR II-~II lull OVER CxR.4V ,.LOPE 14. SMOf 'Y- 70WARD OY-E4~' CF~C~:' 15T FLOOR I°LAN 2 REVISIONS: 14. SMOKE DET)CTORS ARE TO NARDWIREp TOGATNER 50 TWAT WHEN FRowY oN~ ` ONE SMOKE pETECTO.R SOUNDS AN ALARM ALL SMOKE DETECTORS l1'-O'I 8'-0" 12'-0" 10'-0" WILL WILL SOUNp. ALL SMOKE DETECTORS TO BATTERY 2ND FLOOR PLAN 3 B'ACKUP` AND WIRED t0 THE LOCAL ELECTRICAL GlRGUIt AHEAD OP I I. ANY 52.0 ANY SWITCHES. 19. BLOC EXTERIOR 1+LSVATIONB ~ 4 PATS: 1010108 19. BLOCK ALL POINT LOADS t0 FOUNDATION, 4 4 1ST FLOOR J015T PLAN 5 .,„w.. F~:i i ' P AREA CALCULATIONS 2ND FLOOR J015T PLAN 6 LIVINGAREA 2288 DRAWN BY: Ap GARAGE e25 ROOF PLAN '1 :q,. . BASEMENT 1069 ~r = SCALE :114" -1'-0" , COVERED ENTRY 24 's'°®'°°° SECTION t DETAILS 8 5NI~Er P~~ 5S ~ IAr r: ~nr~ ri I+n?r~ln A: rl A~~ n INqd~ io i rL.AAN ~ 1 OF 10 jt 2ND FLOOR ELECTRICAL PLAN 10 k 4 ~h , _ - u.~.ir~:~t,:w:crusrvassua~,~ ysb.~ruaih€are~ x merx+~ mss::-~~errom"A~ _ .rsa~.:,t~ -^:~rxs.as i 0 U 4, Z i.',"j r z i ~ ~ ° w ` ~oa~ ,h _ ~ ~ ~e-r ~ ~ 3'-Oll lpl-011 ~ j p xU~~a tN~'~ d~a~W 52`-0" I DOOR SCI~EDULE 1 ~ i I I 21'-1!iall g'-9~° 22'-ly4" ~ I , SIZE R.O. SIZE LIBRARY NAME TYPE 8161 111-011 ~-lY+" 2'-0" 4'•95" 2~-0" 4'-li+ll I'1~-611 1 ~ , I II ~ I1-III 3 x3 MIN. LANOfNG ' 5'-0" R,O.S'-0" Bifold Door BIFOLD A MAX. 4F 7.3l4" 8EL 3'-0" x ~'-o" W ~p o4 ~I 2'-8" R.O, 2'-11" Colonial Door Exterior DOOR + + TEMP. ~ Q 3.3'n5' 1 n ° 3'-011 3'-0° N 2.8 ti ~GLAS9 1~ 3'-0" R.O.3'-3" Colonial Door Exterior DOOR ~ I I ' a' - i ~ ~~1-I ~ a a L- , ~ 1 I, N Q~ I 2'-4" R.O, 2'-6" Colonial Door Interior DOOR - ~ ~ ' r I x I ~ I I ~ 42"CAB. ABOVE I - `il~' a KITCHEN I 2'-6" R.O.2'-8" Colonial Door Interior DOOR ~ VINYL I 2,-0„ cPr vl~rL 4 I I M q 4'-0" R.O.4'-2" Colonial Door Interior DOOR ~ _ I FANf LY o~00 SI.AND CARPET Q 0 aP O 1 y2~~ 30•• 1 , 16'-0" R.0.16'-3" Garage Door GARAGE ~ z ~ ~ ~ f x 1 4 IAITIG 1 4 Q~o~ 1 11 ~ 1 , II ~-g 11 9'-10'h" Access; w.. 19 -81~ 2.6h 6 ~ I 1 1 4'-6" R,O.4'-8" Sliding Door Interior SLIDING DOOR ~ ~ 0 ~ ~ 1 j I ~ FLUE 4 -7 I it1 ~ , FRICs. I ~ ~ u~ ~ i'ANTRY IKN_EE_ I_ _ x = CAS, - 15 A I ~ P GE ~p~d ~ ^ a c,~ ~ ~ r 21-611 11.0" 21-61' 1'-5" 4'•3J*s'' flR&1S 4'-81' 3'-6'1 6'-I'1 p - WINDOW SCNECJULE 0 - - 2; 4111 ~/2 ~ ' r HDWD LAUN RY SIZE R.O. SIZE LIBRARY NAME TYPE 36" HICsH WALL. viNn `fi ~ ~ _ W/ WOOp CAP ~ ~ ° ~ ~ _ 3 -I 0~4n w II } 9'-0" x 5'-4" R.C>. 9'-0" x 5'-0" ,Double Hung COMBINED UNIT ~4.A1 ~ 1 I I 2-2X`0 HEADER _ - " P ~ ' ~ 4n li f I STE 4.6 N 6'-0" x 5'-0" R.O.6'-0" x 5'-0" Double Hung COMBINED UNIT 220 N , _ _ _ _ _ _ _ _ ZO MIN? RA?ED DOOR ~ 4 N I =t II WOOD 1R$1S , ~ ~ ~ C~ININCz F:UUI"'1 II AI ING T' ~ 2'-0" x 5'-0" R.O.2'-0" x 5'-0" Double Hung WINDOW R I. _ FURROU I CARPET I I UJALI, I s ~ n 5!8" X-TYPE D/U! pN ;P I I ~ Wl V2 F!L.YW. STRIPS cormoN wAUa AND ( 1 1 - 1.OT 22 '~i CPT, I NpWD - - AND TRE:A7ED IX1 CEILING 8x1 OVµD Q 3'-Q" x 3'-0" R.O.3'-0" x 3'-0" Double Hung WINDOW ~T II I N II I ~ _ _ d- 16 MIGRO LAM Q I 3'-0" x 5'-0" R.a. 3'-0" x 5'-0" Double Hung WINDOW ~'d'~'~'~Nt~`~'~ N _ 130LT~p TpCsATNER I?ER I - MANUfFAGTl1RE5 SPEGIFICATION6 - y I ~n T--- WOOD RAII.INC~ ' - - - - - LINE OF WALL AaOVE ~ ~~:~4MINCx NOTES: ~ I GPT HDWD Q ~ •s ~ R ~ I I I 1 0 I,) FIRES'TOPPINCx SMALL BE PROVIDED TO • C~~N ~ 3 I + coNC, i- ~t r x GUT OFF ALL CONCELED OPENINCsS l PERT, ~ REVISIONS: i GARPET - NT~:1' ~ Q NORIZ'.) AND TO FORM AN EFFICTIVE FIRE BARRIER nno/o3 3n1o4 Q N ~ 2X6 ~ HDWD 1 21"X30" , ~ 0 BETWEEN STORIES AND BETWEEN STORIES AND ROOF, 11/18/03 3/16/04 ' ~ 61 GALLON , i ATTIG 1 N FRAME ;Access 11/11/03 WAL1. I '_.011 DO R 2,) INSTALL WIND BRACING MAT~L AT EAG~I END AND AT _ 1 E1IERli' 25' IMAX,) OF EXTERIOR WALL LENGTH, DR 4/6/01 1 v 4 1 I ~ 3.1 FI~RRC~UT GARAGE WALL FOR MECI~ANICAL RUNS PER CR I 23'n5~ CODE. SR _~I a~ F, APP ~i . i Q REYI810N3: I r 3'-011 x 51.011 3'-0" x 5'-0" ~ I - 1 II 6'-4" 6' 411 3'-1041' 31.5x'411 6.611 9 -0° 6 -611 8 -0 II-~I II-0II • I 1 11 11.4" 22'-0" 10'-011 " - DATE: 10h0103 26 FI~~P~.,4C~ NOTE: 52'-0" I,) INSTALL FfREPLACE PER MANUFACTURES SPECIFICATIONS. M „q,.,: ;2,) PROVIDE OUT31D~ AIR SOURCE. DRAWN Bl': AP I ' , SHEET :EM SS Q..INl'TRS L~ ' ~ P~ OF 10 3/~l 1~ trssn; ~.sr~::a:,;.a+.:~.r,is:ncu~:.araartsrs~ecaar~^ma~~~ i'., 0 U z U z ~ ~ ~ W aJ o°~° ;r' , ~ o~~a ~ ~ o , r W~ x mN a 40'-0" D00~ SCI~~DUL~ 5'-10'1 10'-1115" 1 .1 15.413 1'-1011 SIZE R.O. SIZE LIBRARY NAME TYPE 3'-01' x 5'-O" 31-0" x 5'-0° 61-0° x r'-011 x 1~-6° R 0 1'-S" Colonial poor Interior p00R _ / ' 2~-¢'~ R D 2'-6" Colonial poor Interior DOOR tl1 / - / I T ~I II'-011 Ia'-4511 v . 1. 1 / -I 15.0 2'-6" . R 0 2'-8" Colonial poor Interior DOOR / 4'-0" R.O. 4~-0" 5lidinc~ Door Interior SLIDINCx DOOR BDR, M A5TE1~ BD , CARPET CARPET _ tl CARPET ~ ~ I ~~-0" R.O. 6'-0" Sliding Door Interior SLIDINCx p00R ' 4 / j ~ ~ / i ~ - / ! ~ / FLUE 1u / 1 0 i 0 6'-8" 21~~~ - ~ / m ' ~ / ~ ~ ry / SLOPE C1.Cs. 00 8 .1 ~ / ~ ~ 1.11 ~ . , 3,, / N ~ _ / MC z~ NJ A~o,~ 1Ra1S : a ~ WOOD RAILING - 1Ra1S . ~ ro ' 0 ~ r--, . m ANN N .,ix . Q I. ATTIC I ti 0 - VINYL ~ IACCESSI - UJINDOUJ SCN~DU1~~ ~ ~ ~ z , pox ~ - i M ~ al ~ I I - ~ MaSr~R SAY z MC - - - - - ~ ~ CARP " a [Y 8 -613" rv 41-0n a ET 5•-I u e SIZE R.O. SIZE LIBRARY NAME TYPE 00 I- II 1- II I- II I- 11 - 1Ra1S i- 6 0 x 5 0 R,O.6 0 x 0 Double Hung COMBINED UNIT ~ o - ~ 6 -0 x a 5'-0" x 4'-0" R.O.5'-0" x ~4'-0" Double Hung WINDOW ~ ~ v - 30" 0" 1 I II I OW 9.1 n PLAN ~3 3~-I 1Ra1s 411 - 3'-0" x 5'-0" R.O.3'-0" x ~'-0" Double, Hung WINDOW Q . 31-p11 x 4'.011 280 ~.p .,a' I - - - - TEMP, " GI.A88 ~ - - - f3DR" #4 1~OT 22 4 o 'rv CARPET ~ 1 C~LAD~ >~T OPEN YO ~~LOW 2x6 WALL ~~L~.,4N~'12>~~ 5ET ~pTOM 0~ NEAQER ' ! AT 13'•10" AFF 1ST FLOOR INI UM ONE WINt~OW~ . i M M IIN W- .7 N ~ . 24"NIGH 20" 1 ,fT.CLEAR 'NIGH 20"WIDE - 1 1 NIMUM S.C - 5. 1 4. 11 G ~ F100R MI INIMUM S.0 NET SQ.Ff. Y o x o ~2y~ 6'-4n 61-~1i 3'-IOr u i 11 4 3-104 Il'-113° 2'-0" REVISIQt~S: I II/10/03 3/ 6/ 4 11/18/03 3/1/04 I?'-811 i 11 ~ I 1 8~i 19 -1~° 311104 (~R JP 4/6/01 40'-0'1 CR 5R F, APP REVIS(ON9: i 10110103 ~ SCALE .1la" =1'-0" DATE: k f~rv~-1 ~~i? P~ . . AP DRAWN BY: M i SN~ET i 11 r a 3 0F10 a! hi NJ I'l villa - y 4 r um~~ i~ ~r I~; 0 U Z N 1 Z ail y41 ~ ~ ~ W RIDGE VENT O Oc°o~Q I~~ . v~t_ var ~ ~ ~ ao m h- g~ HAT UENT RIDGEVENT ~ ~ N Lv w ~ ~ o r ~~1 3 s~' XU~to~ I I ~ 36 YR.:+O LB. ~ T 1x6 FACIA 4VI TAVE OIMEN6IDNAL 1 1x6 FACIA W~ 90YR.4+„LB. TRUE DIMENSIONAL ~I ix6 FRIEZE sAINCLeswlss~„°ExrDSURE 1x6 FRIEZE sRINCLSSwlssls•ExPOSURE r~ . ~ 30YR. 1IU LS. ; ~ m N Q ~ TRUE DIMENSIONAL ~ tiJ 6HINOLE6 WI551S"E%P06URE r2 x ,Id 1x8 FACIA Wf a J a uQ. ul ^S 1x6 FRIEZE tG +~t~ STUCCO ~ 7%6 TRIM ~N 1%8 TRIM sTUCw EMP. GLASS T 6x0000 6T0000 '1 ~ 1x8 FACIA W! , ~ g 1Xe ON 1X10 STUCCD V 1X10 1x8 FACIA WI ~ I aovR role, 1x6 FRIEZE 1x6 ON 1x10 b 1x6 FACIA .VI HINGLES cuLTURED ~ 1x6 FRIEZE ix6FRIEZE aovR.s+o Le. rRUeDIMEN51DNnL „rf b srDNE sruccD sTUCCo TRUE DIMENSIONAL SHINGLES WI651A" EXPOSURE SNINGIES W16 518' EXPOSURE F Ixs rRIM ~ %6 ? DCo1 srucco IxsrRIM srucco 1XB TRIM I '@ 6T0000 , ~ ~ ~ LIMESTONE CAP STUCCO 1%6 TRIM LIh1E8fONE GAp , ? ? ~ X00 i 1 '%6 TRIM k". ftE0 STONE FROM CULiUREO STONES P BLOORTO GRADE fROM TOP OF BLOC„ 5'-0' CULTURED STONE 70 GRADE CULTURED STONE CULTURED 9TONE FROM Vll~TN~R SFAL AT GARAGE DOOR TOP OF BLOCK TO GRADE ri....s.~t+, . la~ ~ „ ~,3 , ~~'~t Fr. I r~ , SCALE ;118" =1'-D" „ = 1 „ I" RIGHT ELEVATION SCALE ;1I8 1-D „ry I ,.,,~w., SCALE :118" =1'•0" 1 tU r ~'i; :I , Vl Y l7, ` I„n^~ i O pry ~ i V ~ F I. ~~a ~ ~J ~ ~I• , o~W I ~ ~~Z AI ~n0°~ 0. a u. I 4 I1 h I f '.h Ir'3 - ~~~~1 , ~.ICxI~T ~ V~N~'I!_,4TIQN SCN~pUI.~ - ~ j ALAN ~z~ ~ NEY CAP IN STALL SPARK ARRESTOR WITH CHIM ~,a; IN BLIN ORDINANCE Q. ARppRCE WITH CITY OF DU r SECTlOH 1007. REQ. ACTUAL 2 ~ S O ROOM ROOM WINDOW REQ. ACTUAL TEMP. BDRM. ROOM SQ. FT. TYPE ~ GLLAZING GLAZING VENT. VENT. EGRESS I >~I ~ , SQ. FT. SQ. FT. GLASS SQ. FT. 1~OT 22 ~ DINING RM j , 11NING RM. 146 DH 11.7 30 5.8 15 NO NIA C~~,4~~ r' FAMILY RM a RIDGE VENT ,x , 'AMILY RM. 332 DH 26.6 45 13.3 22.5 NO NIA ~~~1,.~NT~,~~ ~;i ~ F^ KITCH,IBRF eR~ ;ITCH.IBRFST. 246 DH 19.9 44 9.8 10 NO NIA SHINGLES a h, 1 MSTR, BDR 9STR, BDR. 254 DH 20.3 30 10.2 15 NO 2 @ 5.7 R~vI51oN5: . 1 12 ~ / 12 ~ 12 A? J , ~ I;~ ~ 11!10103 3/16/04 a ~ BDR. 2 1~0 9 11118103 DR. 2 131 DH 15 5.5 7.5 NO 1 @ 5.7 Iz/n/o3 1x6 FRIEZE W( 1x6 FRIEZE W! ~pq 1x8 FA IA ~ HINGLE _ _ - _ _ _ ~ _ 3/2/04 C S S 1x8 FACIA BDR, 3 DR, 3 166 DH X3.3 15 6.6 7.5 NO 1 @ 5.7 DR ~P 4/6roi ly. 1x6 TRIM ;,i 1X CUT TO FIT 1.0 BDR. 4 I , 1 1 ~ I 1 I 1 1 + 1 I I I ~ I I I 1 , R I I I I TE P, DR. 4 151 DH 12 30 6 15 NO 2 @ 5.7 CR . ~ I ~ , I , I . I , ~ I STUCCO ro II _ . _ ' ~ DEN ~EN 113 DH 9 30 4.5 15 NO NlA SR 'q" CULTURED STONE I 1 1 - I 1 + I~ I - I ' ~ , ~ ' ' I,ri~ ~ - I _ 1X61~RIM _ 1 1 ~ C3S i_ ~ - ?YV C35~~ ~ . . , F F.APP Q 1x6 ON 1x10 = 1x6 ON 1x10 SHINGLES REVISIONS: I r 1 1 I , 1 + I , I + I 0 II' 1 , I , I , I , I , 1 I, Q R , 1 „ , I , 1 I ~ ~ _ / ,STUCCO 1"~ I I N N I 6 TRIM I 1X12 TRIM o ~I~ 7~` I ~ I I n D 10110103 ` r~ ~ ' 1X8 I I; , I I I I I i ! 1 I I ~ I , STUCCO I a ' ~ - I - ,STUCCO' ~~I I I 1 / 1 - , 1X6 Yjt~ > + I r I I . I 1 + ` I 1 I , , 1 I 1 ' I_ - / / ` ~I DRaIUN BY: AP..~ _ ~ T G' LIMES ONE CAp ~ ~ ~ T I _ n~ n~ `CULTURED STONE , LIMESTONE CAp I ~ ~ - rCULTUREDSTONE > ~ uv v ~ < v < J r~ ~ D ,I I ,r ~ ~ ac a~ a a c~ a c c SF~EET Vl'EATHEf~ SFAI. AT GARAGE DOOR. SCALE: 1/4-1-0 5 4 OF 10 l.' S/ll _ -%",lii.Q.;.4 Y. `7'.'."dC':S l3 E't -'wl` 'AIL".~C~`t1~a'.Y"iEC"'P°~°.'"vu'F/EL'A10S$E6"&3~6'~Ci8a~7i~ _ 0 U Z Z ;I N C7 M W d p ~ QI°D~d Io~~'" ~ ~ , ~ t~' w Z Q~ ~~tVroW i( 07 ~ ~ N~a~°-° ~ Q xUmcoa ~ ~ ~ m~ Q IDING ODOR UNIT ~ ~ ~ ~ ~ ~ ~ V'1 OPT. RAILING METAL FLASHING I I DECKING At10 DECK JOIST DECKING d IXA P061y . ~ iy 7X10 DECK JOISTS D(B RIH JOIST 7X10 JOIST HANGER 7 • THRIXIGH BOLT6 ` ~ Df10 TREATED LEDGER BOLTED TO WALL 7k6 BLOCK 11ED W/ 7 ROWS I/7" THROUGH BOLT6 q" 0.0. IXB ON 7Y~0 TREATED B]LL PLATE ttREATED 7X17 EA. SIDE i0 JOIDT6 WITH S1dGGl BIAGGARD. FABTENEO TO FOUNDATION WALL WITH 117" DIAMETER ANGHCR BOLTS AT b O.G. U76 HANGERS 'i, V B" CONCRETE BLOCK WALL WITN Bid WATERPROOFING a ~ a ,a w.. 4' ~7~CK ~Xt~RfOR U1~l~L. 1 ,I NOSGALE p~CK RJ~I1.. V~CTION ~ y' NO SCALE c~ t Iv' /I I 1 N r' k ~k O M Q~ i' I. 0~° W kd ~Y r- W' _1 °0 o gJ~~ W~~ I' U~Sz 0 0 ~ 0. a u. f:ii In x 4" MY •~1 ' ' I h ~i ~ ~ i 1 {r; - - - - - - ~ c ~ ~ y„ ~ ~ ' ' ~ ~ ~ , I ~ 0 ~LA~ X N ~ ~_1" 3 2~8~ J®(~~' ~R~~~I~1C~ ~10~5: ~.oT 2a ~~~DE ~aT I,) INSTALL DBL, RIM J015T Wr-~Ei2E FLOOR JOIST RUN ~~~~~NTR,~~ - - PARALLEL TO FOUNDATION, ' 2,) JOIST SHALL BE SUPPORTEp LATERALLY BY SOLID 0 X N i N BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL) F. AT INTERVALS NOT TO EXCEED 10'. R~ 03810N5: e 11/18/03 q F, ~ 3,) NOTCHES IN LUMBER ATRE NOT TO EXCEED 1/~o THE DEPTH ~ f, OF THE FLOOR JOIST, RAFTER, OR BEAM, AND SHALL NOT pR JP 4/6/01 "w BE LONGER TITAN 1/3 T'NE DEPTH OF THE FRAMING MEMBER. u' f F. ' ~ NO NOTCHING SI-BALL BE PERMITTED IN THE MIDDLE 1/3 OP CR ~i' THE SPAN, NOTCHES AST THE END OF FRAMING MEMBERS SHALL SR w 'a7~ NOT ExGEED I/4 THE DEPTH OF THE FRAMING MEMBER. II F. APP ~ R, ~`i. 4,) THE DIAMETER OF HOLES IN FRAMING 1"IEMBERS REVISIONS: r~' SHALL NOT EXCEED 1/~ THE DEPTH OF THE FRAMING MEMBER, DOLES SNALIL NOT BE ANY CLOSER THAN 2" TO ANY o V,i OTHER HOLES OR NOT~CNES. HOLES 51~ALL NOT BE CL05ER THAN 2" 'ro FROM TI-IE TOP OR BOTTOM OF TIDE FRAMING MEMBER. 10110103 ~~1 PATE: Y'y~ 5,) MAINTAIN A MIN, OF BETWEEN INSIDE EDGE OF FOUNDATION AND f~j AND FLOOR JOIST TNA'IT RUN PARALLEL TO FOUNDATION, j~! ll{~ ~ y.~~ AP ,;fir. DRAWN BY: ~il r'~ SCALD ;114" =1'-0" ~4 SF+EET t ~~(1!~1.5 u ~ 5 OF 10- rJ '+"dP~rM17,~ R M FE SIM -9 a~i~~{WL'~~~i' !4.: 1.. =t,PCr~,•.„l;a,Z't.,f~yiIiLAw~'.R+J1.91Ji.}.a V, X~ "~m+lauu •.~aac.~ n~ u:xa,:z~~:t~a7c~~ ^.~:i~^xmmaam~ne ' ;~~~us~s~e ~r 0 U Z N ~ ~ C~7 W 0°~~ ~ 0~~~ mm ~ rrz U ~ MW~~~ X U > 0 0 ~ ~ ~ m~ "a 2-9112" MICRO LAM FLUSH 4M. 2 - 9112" .1 10 2axlo 1x MICRO LAM i 2.1X10 M F' I / I V ,'~{~'M/1 ~S I 1 , f~~~ chi a~ G ? m 0 . , ~ Ud 5 5 ~ d P~~~S~~~~ ~ M J ~ - - 2.2x10FLUSH 10 FLUSH ~ 4?M - - - - o ~'i Z~ ,Q I N 3' ~~i W~ro~ , i~ A I ~ IY J r r N; i V ~WW~ 3 U~Z I 1 ;4 I I 3.2x 0 0° ~ r~a~ I I FLUSH 4M. 2.1X10 I I I I ~ ~ h~ II I ~ ; 2.2X10 :~C I J r - - J _ - - ~ C - •2x12 - I ~ I I i i-------- Ip ` ' II '3 - - it II ~ - - - - ~ - - i ~i ~ , n ~LA~I - 4.16" MICR ~ ~ 2-16 G I.AM ~2-16 L.V,L. X280 L ~ I ~3~4Ll.aNT~~E I I I I 1'1x10 1-1x I p I I I 1 1 R~V1510N5: 11110103 11118!03 ` 3!1104 ` i. . ~R JP 4!6107 M CR SR , i~ V SCALE ;114" =1'-0" . ~ , n F. APP 'f S~, REVISIONS: ~~My L~, ~y Zit, ~ r , 'L: .Y 1 - pQY~; 10110103 d ;,;+i }v W± Y ~ 4 DRdWN BY: AP ~t,d ~;a, I~?~j SNE~T '~F If .,L.M „rl ~ Q~ 10 a. ~`4,' Evil f y 'tl.. „a MF'~y ".r7 n. Su F. .v. ~~~fJR';i~3. ti E r - ~I ~.~.~u :aanlir,~ rvax.~n¢~stu=aa e.~re~.:rm~e.~wexar~rwu.r~aa±u._n'w~ a;i I!~, '1M Q { ;it r:T Z ,i qai Z ~Q ~ ~q`i tx 7ti, ~~~p. r~`, Z~aQ ;`4, +a ~ p~ tW ti~~ O XW~~a ~'a ~ ~ g U t ~ ~ ~ mN Q 5~' r==' (~tn'G~ a~a~w i~; z-zxio z-zxlo z-zxlo I I I I I I 1 I i ' I 1 I I`_ I , I I I ± f I I i ~ 1 I I I I I I I I I I I 2-1X10 I'~ 2-silo O .I 0 ,5,~ o ~Q~ ~rTlc Y~~NrIL,~rloid c,~l_cu~,4rioN5 ~ o o W ao r"~ ~ , ATTIC WREA 2646 SQ. FT. ~ a J AREA OF VENTILATION REQUIRED 26461300=8.8 O g w w ~ r - ' ~ ° I i I I I U~Sz I I I---- - I I i AREA OF VENTILATION PROVIDED ~ o ~ a u. I I , I I~ 1 I I - - I I ~ .RIDGE VENT 20 LF@18.5"ILF=2,6 SQ. FT, l~~i I I I I _ I L_ J I 1 n-y~..~ I I I I----- - I n.~~ ~ I I I I ~ o I I I I o 0 I I 1 1 I 2 HAT WENTS @ 51 SQl IN, /VENT=1021144=,71 SQ, FT, o e I j I - I I I I SOFFIT VENTS 25 SOFFIT VENT5@ 32 SQ. IN,NENT=5,6 SQ, FT. I I I `fir - - I " TOTAL 8.9 SQ, FT PROVIDED ' I I Ic. I I 8,9>8,8 ' I I I I~ I I I Y I - 1 ~-~X1 I I I I I---- I I I I - Ly,: - I I- I I----_--- w'} I Y I 1 I I ~ I F'LA~ iy I r~ 2-2kip I I f~~ I - - k~, 228. ; , II~ I I '1,,.: .i ~Iti N I, Lcr~ i,~ Ci~r~D~ ~l ~i i<~ 'r,j L~ 2-16 L.V.L. 4 ;fi SCI ti; Fr iy ' 2.2X10. 2-2k10 REV1510N5: ~ , ltno/o3 SEAI,~a TRUSS gRA11Vi W~T~H~+ NGS NiNG$ W~T"H~E~~~ - B~t3~1-~1~E~P,~tIOR~T~'1NSP~'f+1. ),1N$PE~T~+1. 11/18/03 I DR ~P a/6/o~ ~V L-4 2-2x10 'ai , CR SR F, APP M ~ r ~ , _1 REVISIONS: g SCALE :114" =1'-0" pp ~~s L ~ f~ 4 ,F, ~QY~: 10110!03 ;~I ~~P 1}: DP~AUJN BY: AP M M *d:. ..m® ii~ ~ we n. Y~J I ~'V rs SN~~r ~k ~i {;Ih ~ i,,p P,. j iI, "ii OF lo~: I a k~ t P~ c .,.t.rk xs,~.~~,.,:.~tuvca,s~t_u~."~a~~em, -,¦~,,~~€=3t.m..u::n i ~B~m~n+m ~ 4 r 1v' ~ w. 0 U Z N Z n N ~ ; r ~ W OoNO ~J I Q ~ ~ 0~~ l' `a i,i rn ~ ~ NF~~N f'~ ~I~ Q XU~m~ til1•' yid ~'i a~auQ.W XX~ +a ~a' !~h Ja" is ''A. A. W E;i ~Y HANDRAIL TO BE GIRCULAR,I 1/4"-Z"IN DIAMETER °h OR HAVE ANON-OIROULAR GR055.5EGTION WITH A PERIMETER DIMEN510N OF AT LEAST 4", 8UT NOT MORE THAN b V4" AND A LARGEST GRO65 6EGTION ',y DIMEN510NNOi TO EkGEEDING Z 114" /EDGES EASED TO MIN. 1/B" RADIOUS. HANDRAIL TO SE IN5TALLED 34"-3B" A60VE N051NG, 6~' ~ O s~ y I - - T-6"MINIMUM CLEAR CEILING HEIGHT REQUIRED, WITH 6'-8"UNDER BEAMS, H ASPHALTIFIBERGLASSSH1NGLES OVER 15# FELT ' DUCTS, GIRDERS, SOFFITS, ETCy FAA DUBLIN ORlJJNANC~ 7J16" SHEATHING WI H CLIPS ~ 16 RISERS t 1116 ~ ~ , n I~ ro 15 TREADS . 10 ~ " R-30 INS, I~ m 1;X6 FACIA II ~S('AIRWAYS SHALL COMELY I ,I , ' WITH SECTION 314 ORC & , ~5'" Al GUTTER PP~~ ITY OF DUBLIN ORDINANCE C ul 3d8" AC PLYW. ~ i 7-314" MAX. RISER HEI(3HT~ I - ¦ 1 .10 MIN. TREAD DEPTN 11f2"DRYWALL 0 R;•131NS, ~ ~ O ~ RAMS AND GUARDS z LAND 20(10 FLOOR JOIST M 3114" T&G OSB DECKING Q ~ ~ TO MEET 5EC~iONS Z~ GiLUED AND NAILED ~ O o ~ 312 ~ -r R311AND R 14 RI~I~~~S "l 114 „ ~ 2004 RES{DENTIAI. CODE OF OH10 131'READS ~ 10 t 0 gW~~. S 11f2"SHEATHING ~ V z 0 SdDING ~ ~ ~ ~ _ . , , , . , . , . , . , , , HANDRAIL WITH CIRCULAR > , ~ 1 1/4"MINI 2518' MAX. ~ • • DIAMETER OR PROVIDE ' EQUIVALENT GRASPABILITY ~ 20(8 TREATED PLATE W! ANCHOR STRAPS I~ ~A SCALE :114" =1'-0" 4" O.C, AND 1' IN FROM EACH PLATE SECTION " ~ 15"INTO FOUNDATION, 8"X8"X16" CONC, BLK, ~ ~ ~ o TUFF-N-DRI WATERPROOFING 22 1 4" CONC, ~I..~p~ r~°r I,: ~~I~f-Q~~~,4~ ATTIC 2"GRAVEL FILL 'k 16"X8" CONC, FTG, - - 4"'DRAIN TILE 4"'GRAVEL R~YI510N5: , . - ~h L~,, 11/10/03 11/18/03 CDR. # 3 BATH R. ~ BDR. # 4 GYP. WALL SECTION _ ~a- SCALE :114" = 1'-D" DR JP 4/6/01 ~ ~x CR _ _ g c 2x1016" O.C. 2x1016" O.C. SR i.: ~ I` s, F. APP Q ' ~7~~ REVISIONS: r '~I t rAMILY ROOM DINING ROOM o DEN I ~ , I ~hN ~t ~Vr1GSb b DA7~: 10110103 c 2x i 01 G" O.C. 2x1016" 0, C, 1 DRAWN ~Y; AP I (3ASEMENT ~I ~ Ip~~ ~.,1 SN~~t , - . J5 ~1~". ~ aua. Lema ,sw aK'A ¦ v ~ ¦ a a ~•vI' ~ n~ ~n L -G I IUN AA N' SCALE 114" =1'-D" .r ti' u I®® 4...^:tiPu..E P.e CE1B.L: ~..:~ti',5.Y:7iG:l$ ~o m ~s*ram~.Ntl~'+r~ •r•Gil:~~.^.:.'S:.m3_*.~~r?..ni.....:t3- -316IDL 0 U Z Z ~ C7 ~ W ~QN~ Q _ ~ o~~~ w Z ~ ~ ~ ~ C U Mw~~a ~ L 0 ~ ~7 t~~'f~, n.~a~w 'j 1 ~ p ~ 0 0 d , I (7 ~a: ~ / I i~'~~. ' ,Q Q, I f ~ I ~ I 'r~ - I ` ~ I I j;,~ ~ t" ~ QI~ \ ry` ` ~ i r 0 10 ~ ~ \ I I ~ 3 V! I ` i - - - - - ~ \ i Q . ~ n~ ~ ~ M ELECTRICAL SYMBOL SMICO ' 0 ALLEI.ECTRICALINORKW#ILBEINSTAWE0~4 ceiling fan spotlights 1 ~ Q ~ ' p ACCCRDANCEWITH7'HE,~QQ,~,,,,NATIt3[VA~. 0 0 r ~ it ELECTRICAL GODS, ~I ~ J ~ ~ - Q ~r \ - ~ j W ~ II ~ ~~Z 0 II GF(C RECEPTACLE PER ARTICLE 2f0-8 NEC. G- CAN LIGHT p II ' , ~ II - II ~ I OLIGHTBELO / UNDER CAB. LIGHT II / ~ wall mount 1 ~ 4 I I i i UP TO LIGH i _ ~ ~ _ _ 9ficiYE _ ` ` - 1 ® ~LA~ - ~ ~i~ i , COMB SMOKE CO DBT. sl~lco it ~ ii ' i - i ~ 2280 ii , ~I - - ~ pCINT i i _ - i fan ® LOT 22 ~ I GDQ,~ - C~L~4Q~ ~T light ~3ALL,4N~'1~,~~ outlet ~ II ' outlet 220v ~ F`;; ~ - r 'i outlet gfi R1~o (03ION5: r 11/18/03 I swltch $ 3/1/04 ,switch 3 way DR ~P 4/x/0, " \ w~ CR ~ ~y { / / iNi ` \ I a~ / ~ 4'S' SR F. APP `.4', . . ~r: ~ ~ r. REVISIONS; g, ' SCALE :114" =1'-0" p~r~: 10!10103 ~ u ~ri ~ D P~ ~ s .y DRAUJN )3Y: aP ti!' i. 51~~ET s' 9 OF 10 WWI" ,.:.P „,.!~'.."::C.~°;1,A~.r~nt~c~~r~~•~r'.:~i5,:.. as~,u~l, •14 i . r.p U Z ~ t ~+~j w ~ ~ ~ ~ by ~ ~ Y ~ ~ ~ U ~ rNiZ~~W °r ~ LU ~ O xU~DCDa QI ~ m ~ a ;i T '"a~/~ ;w°I I A4 ,Y n eft _i 6' ~ ~ . Af 1 i. gyp. ~ b5ry ~ ; h~~ kN! r I I I I I I I I 1 I ~~1i I I , I I " I 4 ~r.. I- I I / ~ _ I , . I / I ~u i ~ I I I ~ I I I co I ~ ~ A, I ~ f V.~ ALL ELECTRICAL WORK WILL BE INSTALLEp IN M I / I I ` nqs ACG ~ z ACCORdANCE wITN THE.~„QO~, NATIONAL , / ELE( ELECTRICAL CODE • • 'Q ~ / Opo 60E. LL J S MICA . . ' ~ n 0 g~~~ ~FlC ~ECEP1'ACLE PER ARTICLE 2IQ-B NEC. V)? Z _ _ o ~ ~Do~ fl a u. I~ a - . I ~ - ~ ~ \ ~2. - - I I I t~;' ~ - - - _ _ _ - I ~rr----==----~ - - - , I I II.1 I I I ~--1 , ~I I - - I ~ I ~t 1 I II I L J I ~ I I I I 1 I i I ~ 1I I I I - I II I O I ~ I ~I I I VY LAS ' I I I- • I I ~ r 1 I I . 2280. - II I- - - I I I I I - I I r",,? I P ~ I I ELECTRICA'~L SYMBOL LC»' 22 a, ' I- - I - I I C~~.,41~~ ~4T 1 I - - - - ceiling fan spotlights 1 ~,~~1r~NT ~ II - I ~ • I I~2W~ II / I R ~ ILUm~~wr~'t~a,~ oaWN ro SWITCH BELOW VAPOR PROOF CAN LT. ~ R~Y,~~QNS: 4 T~~S cut'sw 10/18/03 COMB SMOKE CQ DET. vzzioa s~~ico pR ~P 4i6~o~ FAN FIGHT COMBS. ~ CR fan SR light F, APP I Outlet ~ REVISIONS: SCALE :114" =1'-0" outlet gfi I smoke detector o ~5 (I,~r~Yis b , . pA~~, 10110(03 switch ~ W W BRAWN BY: AP ,1 51~E~T ; , ~,a ,I stn n~ ~n 4 ;j; ivvriv . gip. lnj • `~l nn; 'iii a.: app" n,^q~, ~'J u~, :;a l~r' ~r