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07201506 Permit File City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 24 Jun 2008 Vendor # : Vendor Name: Truber Group, Inc. From Department: Building Address 1: 5991-A Chandler Court Address 2: Finance/Purchasing Use Only: Ci : Westerville State: OH Zi : 43082 Unit of Account Item Quantity Measure Description Number Unit Price Extended Price 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 5738 Glendavon PI. 4 Permit No. 07-201506 $6,500.00 $6,500.00 5 6 5849 Vandeleur PI. 7 Permit No. 07-200702 $4,200.00 $4,200.00 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 C Department Head Approval C 1 Date lD TOTAL $10,700.00 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 i This is to certify that I have inspected the residence A, described below and approved it for occupancy. x;ADDRESS: 5716 9LOU19"66N ~L PERMIT NO.: '70o)5-06 BY 67 &ejQ1AM;-' FINAL INSPECTION DATE: 2f?1~'" I Ii i 014 f01b5bb P-.02 ` Division of BuRdiing Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VfiDD 614/410-4670 CITY OF DUBLIN InspeWonLine:614/410-4680 CONDMONAL APPROVAL AGREEMENT This agreement made and entered into by and between (Aou-P (Pro'ect Managir/GenM Ct~ etor) 3 in after known as the Project Manager/General Contractor, ands, (Owner/9?~~ Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project ManagerlGeneral Contractor, who is constructing a new premises at: L. so 1 1~T Building Permit No. 26 1 ~tP , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved, 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval, 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 51 In return for such above Conditional Approv 1, a Project Manager/General Contractor agrees to complete all items as shown by (date) 3 I 0 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premix=s. Further; the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \wu9LINDATA_PER SERVERNPEPTPRNTHOMEw10FFICE~WP\DOCSIUOCIFORMSICONDMONAt, oCCUPANCY AGREEMENT.doc Page 1 oft Updated 4-02 _ _ _ Agreement causing the premises to be vacated, and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. S. 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 Agreernelnt will serve as the Temporary Occupancy Permit the Building Official may issue in aocordaace with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the budding work has not been completed, but the Building Official has determined the building can be occupied safely. Si4 Project Manager/ al Contractor Project Mang General Con etor (Signature) (Ple..ase Print) Owner/Occupant Date /O't (i t 'c) (Please Print) G _ / Accepted - - of Dublin Date MDUBLINDATA PER SERvER\PER\PBR\THOME"FFICE\ RMS\CONDITIONAL OCCUPANCY AG.doa Page 2 oft UpdaW 4-02 TOTAL P.03 GENERAL CONTRACTORS DUBLIN LIST-BALLENTRAE-2008 Excavation T sin er Const #08-3415 Concrete Scott & Sons #08-3122 Electrical Stewart Electric #08-4097 Plumbing Best Plumbing #08-2352 HVAC Supreme Air #08-2509 Sanitary Sewer T sin er Const #08-3415 Landscaping Wilson Landscape #08-3813 Fire Protection N/A Stucco/stone Buckholz #08-3274 Other 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 ko t2vmw Application # Date jjs~2a)o The undersigned inspectors checked your property at 5-75 GW40INpAJ for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS T "h FaL8w1 N & nhL~ 01 ~ZoNi1\(1 6MO A?4f)UNI ls; J ,0 . 6) s(k -aFF k P izolyAll FKW a: o. ku y L'o1 1 i~E FCC VV1`, s 1 q--)a 16 ?APPROVED ? DISAPPROVED By -~6~ 11N CONDITIONAL 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: r 10. Groufl Company: Site: 5738 G I cnc~avon PL (Provide Detail Plot Plan of Lot) Lot No: 50I Application No: 77--20(506 Subdivision: Ba(("+yae_ (o` PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved O`Approved For Conditional Occupanc~r ? 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 L313. Clean Street/Clean Sidewalk 13J 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 3.090 (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 OK,`1 (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan 0K.,.'N1Cf, ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 504 -+.5.000.°0 Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: Approved ? Disapproved ? Conditional Inspector: Date: o- Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP Inspection Type(s): ZONING INSPECTION FORM Residential / Land Use and Long Range Planning Commercial ? Code Enforcement Other ? 5800 Shier-Rings Road; Dublin OH 43016 CITY OF DUBLIN Rough ? Finao Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name: Project Address: 3,f e A VfV Contact Person: Contact Phone: Approved Plans, Checklist Acgsso.><y-94rzctrrre Installed per Yes No ? and Permit on Site Yes El No El Approved Plan Landscaping Installed per Etjcr~ of No Build, Yes El No~2r Approved Plan Yes[:] No El No Disturb or Easement Area Patio / Deck Installed per Yes ? No Approved Plan Service Structures Yes E:1 No K Screened per Code Si,gwt as Zd per Yes ? No ? Approved Plan Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspection Inspected By COMMENTS 4, Zoning Ins~n L~PK PLA-120 Date 5/1/08 La Building Permit No.: Project Address: 5 ~ 3 9 C-1enzjaVUn Inspection Date AP DA Ins Comments Inspection Date AP DA In Comments Plumbing Insulation r9 ~ i jr LC' 044> (r Underground Sewer i w Footing Final Electric O~ Foundation Final Steel fm Plumbing (S Foundation 103e? Final HVAC Radon l/~~OY Final Gas 4 Z~aGS 7 Preslab Piping Rough Engineering Electric (CWA) 1 f3A~~Mr"~ Engineering b Electric (Pre-Sod) Service Final 5r~j~ -AV- BOW 5100V -"J> Rough Engineering Plumbing 1 117 3 AP Gas Piping 6+0 O8 (Rough) Rough HVAC 108- Final Zoning bk MK Fireplace ice Ax Zoning Rough R~ Occupancy tap Framing 51-f- OIL& CITY OF DUBLIN Dubli00 n, Oho 3016-1236 Building Standards Phone: V/TDD 614/4104670 Inspection Line: 614/4104680 Fax: 614/761-6566 Address: M , Permit No.: CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 5/23/08 01 Receipt no: 11350 Type SvcCd Description Amount 2007 201506 BP BUILDING PERMITS Qty 1.00 $6800.00 TRUBERRY Tender detail CK Ref#: 52701 $300.00 CK Ref#: 52700 $6500.00 Total tendered: $6800.00 Total payment: $6800.00 Trans date: 5/23/08 Time: 7:25:36 THANK YOU FOR YOUR PROMPT PAYMENT 00 -0 go0 -11 o D v -1 < m m M m o ; O n 3 v ~ ~ ~ ( 3 V J CD V! ~ o o --3 x !i o CD rn LI7 ry t.1 ~5 m ~o ru W p' y O Q+ A D C ° Z H ~Dm I Z zm V mZ~ _m~ I x N C O r c I O r N O o c o ;E1 O C) o o Z t o 0 Z z n 0 0 n o w n w CD A En X J3 n C) 3 i ! r Nb -a N_ 133 - 0 03 69) 1 I a p 0 x m ? -J C) OZ U3 00 > 03 opo o D a t, m A 9 ~ No ~ ~ o ' I rs~ I p C> al i Security Features included. Details on back. _-R Security Features Included. Details on beck. I 5800 Shier Rings Road CITY OF DUBLIN 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: c'c Group Company: Site: 5738 C-jler,~avon PL (Provide Detail Plot Plan of Lot) Lot No: 501 Application No: 7-20150(a Subdivision: ~a l ~et"+,-a PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved 4-Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?14 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 ( C~ 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 (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes C V -114 (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ~i- ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 51Ct4I_)*5 ,QQ0 co Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: -1f Date: Sljllog~ T_ r Re-inspection: pproved ? Disapproved a Conditional Inspector: Date: (6 1(7108 Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP i r LANDMARK SURVEY GROUP, NCORPORATED 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 3613-07-C DATE: 9/16/07 FOR TRUBERRY GROUP HOUSE STYLE CUSTOM LOT/SUBDIVISION 501 BALLANTRAE SECTION 6 PART 1 ? CITY/TWP OF DUBLIN ADDRESS GLENDAVON PLACE/ SCALE 1 30' ? DRAWN BY: BKG P.B. 108.? PAGE 91-92 ? MINIMUMS: R: 25' (30' GOLF COURSE) S: 7' SIDE 15' TOTAL LOT 214 ry TC-935.31 " TC-934.81 ~ n ? CAT& BASIN EX. CATCH BASIN/ Q E J? ? a 45.00' ? ? (L N ~ ^ N 65.19' W ? ® 25' NO BUILD tONE U Q ? / ? I UU)) a 30' NO BUILD ZONE W co ENGINE RINGCONtP11ANCE I Q rn ty of Dublin I m APPROVED AS NOTED I ? g d ~P 10 I$• O-4 W LOT m 36.00' I p m m o ?A C PAD $i I ~ ? < O LOT 500 ? 22.00' I LOT 21 3 m r55 n 32.00' -y m RESIDENCE ? n ( m Z O I PROPOSED $ TOB-841 0 ® DRIVE BASE-932.9 ? = Z Z 20.00' Ln n C X 22.00' - Z y/ 36.00' I O p CO 25' B/L" 4 .ll I .Zm7 T E%. S.AN. $ < y r- SERV. TAP TT Z ti E%. SAN. MH r n 20' ESMT. OS-927.5 R O O m TC-93B,4 (RECONSTRUCTED) O 2' SIDEWAIx ESMT. - > L,,1 < - O 19311, 110.00- - - 11 - 4 WALK rn r" a WATERTAP.1-1 ::I ? 7< B/C GLENDA VON PLACE 5WRY CERTIFY THAT THE GRADE E LEVATIONS SHOWN ON LOT AREA-15328.7 SG. FT. THIS PLOT PLAN ARE THE REMAINDER 1116 e 1 SO.. FT. RESULT OF AN "AS BUILT" SURVEY PERCENT COVEREAGE-24.1% NOTE: BUILDER. TO MAINTAIN EROSION CONTROL L/ ,0 ``11111II~I111~~~ PERFORMED ON NOTE: BUILDER IS TO PROVIDE TREE PROTECTION DURING ALL SCOTT PHASES OF CONSTRUCTION. t/ 11 r NOTE: WATER SERVICE SIZE - 36' ? ` * e • 0• ¦ iRVEYOR OR BUILDER SIGNATURE DATE THIS PROPERTY IS LOCATED IN O GRUNDEI S FL000 ZONE X -8047 O WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS 39049C? I'll iS~ PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA COMMUNITY i s/CNAL TO OBTAINED FROM BE USED BY THE CLIENT FORDT SUBDIVISION SOLE PURPOSE PLOT PLAN IS OBTAINING PANE 0108G EFF. DATF 8/2/1995 ~~~U1n N1N1~ A BUILDING PERMIT. THE USE OF THE PLOT PLAN FOR ANY OTHER USE IBSS~T_RICT}LYPROHIBITED. REVISIONS DESCRIPTION /4//„', , ~C/ L-~?~' .C//'~-~,'~`-~ 9/18/07 SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 ©a 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 3844-08-C DATE: 5/5/08 AS-BUILT SURVEY CERTIFIED TO STEWART TITLE/TRUBERRY GROUP COUNTY FRANKLIN LOT/SUBDIVISION 501 BALLANTRAE SECTION 6 PART 1 CITY/TWP OF DUBLIN ADDRESS 5738 GLENDAVON PLACE SCALE 1 30' DRAWN BY: BKG P.B. 108 PAGE 91-92 BUYER SCHLOTTERER LENDER LOT 21 4 N F- 0_ 0 lo' Q p 45.00' 935.0 In 935.4 N LLJ 65.199 936.5 936.9 I U 937.1 935.6 U Q 25' NO BUILD ZONE W Q 936.5 I co 937.5 W 00 30' NO BUILD ZONE I Q c m to I Q (L I ~ I Q LOT 501 m 938.8 I 940.0 36.00' I O o r O 0 938.8 M I w t0 O LOT 500 94 .0 M 22.00• I LOT 213 2 STORY o °o STONE/WOOD ID CONC. 939.3 DRIVE n 20.0' 32.0' M ~P n 22.00' n 22.0 M 940.0 ,ri 14.0 PORCH I g37 7 938.6 938.6 9 9.0 25' B/L I 937.7 20' ESMT. M 9379 2' SIDEWALK ESMT.. 937.1 1938.7 - 937.3 110.00' GLENDA VON PLA CE 5 0 ' XXX.X EXISTING GRADE XXX.X PROPOSED GRADE CERTIFICATION: WE HEREBY CERTIFY TO THE ABOVE NAMED PARTY(S), THAT THIS PLAT DEPICTS THE SUBJECT PROPERTY IN ACCORDANCE WITH OF 0 THE OHIO ADMINISTRATIVE CODE, CHAPTER 4733-38, MINIMUM STANDARDS FOR MORTGAGE SURVEYS IN THE STATE OF OHIO, AND IS C7 O % NOT A BOUNDARY SURVEY PURSUANT TO THE CHAPTER 4733-37, OHIO ADMINISTRATIVE CODE. % SCOTT - D. GRUNDEI = S-8047 ~C® 1C/ luv~c ~ 5/6/08 L SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 MAR-31-2004 09=34 City of Dublin 6147616566 P.02 Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 Ian OF DUBLIN Inspection Line, 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between (Project Manager/G 1 C"ctor) 34in after known as the Project Manager/General Contractor, and (Owner/ an0 Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter (mown as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: Building Permit No.O'/" 201-6ap , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved, 3. The list of items, which is attached to and is a part of the agreement, is accepted by bout the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval, 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approv 1, tl~e Project Manager/General Contractor agrees to complete all items as shown by (date) 3 0 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the p,rfrnises. Filrther, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA_PER_SERVER\PER\PER\THOMEW\OFfICE~WPIDOCS\DOC\FORMS\CONDITIONA4 OCCUPANCY AOREEMENT.doe Page I oft Updated 4-02 y _ Ins'i~gYll/IMIMY`IY~IY~s~i~WM~ --v - oi"roloDbo t-'. b3 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 S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any tights 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. (L ( 1. P- L, - S k "I z ed L, S 1, Project Manager/ eral Contractor D Project Manag General Con etor (Signature) ((Please Print) ` Owner/Occupant Date /Occupant (i tore) (Please Print) -2z-d Accepted - ' of 17ublin Date MUBLINDATA PER SERVER\PER\PEF,\TtiOMEWA)FFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY .AGMEMENT.doc Page 2 of 2 Updawd 4-02 TOTAL P.03 GENERAL CONTRACTORS DUBLIN LIST-BALLENTRAE-2008 Excavation T sin er Const #08-3415 Concrete Scott & Sons #08-3122 Electrical Stewart Electric #08-4097 Plumbing Best Plumbing #08-2352 HVAC Supreme-Air #08-2509 Sanitary Sewer T sin er Const #08-3415 Landscaping Wilson Landscape #08-3813 Fire Protection N/A Stucco/stone Buckholz #08-3274 Other Inspection Type(s): ZONING INSPECTION FORM Residential Land Use and Long Range Planning Commercial ? Code Enforcement Other ? 5800 Shier-Rings Road; Dublin OH 43016 CITY OF DUBLIN Rough ? Finao Telephone/TDD 614-410-4600 Dublin Planning Fax 614-4104747 Dublin Inspection Line 614-410-4680 Permit t#: 7- 2 _5'06- 1proiect Name: Project Address: e aA V#Aj' Contact Person: Contact Phone: Approved Plans, Checklist Ac-pgasapyetare Installed per Yes No ? and Permit on Site Yes ? No ? Approved Plan Landscaping Installed per Eruwaghfnew of No Build, Yes ? No._ Approved Plan Yes ? No[:] No Disturb or Easement Area Patio / Deck Installed per Yes[:] No Approved Plan Service Structures Yes El No Screened per Code Sigwr~"lt'7ta ee per Yes ? No El Approved Plan Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspection Inspected By ' X"?41 COMMENTS 5r~. co 'V4Q Zoning Inspection Form PLA-120 Date 5/1/08 Du Shier Rings Road CITY OF DUBLIN 5800 Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-4104680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: ~t'cIbcrPy Grouf-- Company: Site: 5738 G I tnAavon PL (Provide Detail Plot Plan of Lot) rr Lot No: 501 Application No: 7-201501b Subdivision: Ba~ 14Jr1~,ae- (o PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved C'Approved For Conditional Occ_ upan ? 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 C~i 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 5.090 (G)) (O.R.G. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan OK--A40-f, ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 504, ~f_oo0.oo Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type Application # j /51* Date qls;,azv The undersigned inspectors checked your property at 6WDAi/ AJ for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 0 N 1 120N fs VV ~ Q T n/i APPROVED ? DISAPPROVED By - X69 t CONDITIONAL W~ So - n2C`~ i~>C '7 3 C--leli Von -P~ Building Permit No.: ~ Project Address: Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation ,y L, h~i~. '1 ~,r;r~r~, ":'sw,•w -xi; iS Underground Sewer Footing II~~u!.J Final Electric ~lae- ,q 1 Foundation Final ~ Steel Plumbing Foundation l 03 p~ Final HVAC jz. ~d S Radon Opp ©Y Final Gas •~•o 7 ~ Preslab Piping Rough Engineering Electric (CWA) Engineering Electric Pre-Sod) Service ' Final 5/(41~ DOD .rj~QO~ Sop 'TV Rough Engineering / Plumbing Gas Piping p C6 (Rough) Rough HVAC 1 C$ of - Final Zoning 3 iv AC Fireplace Zoning Rough Occupancy d ~S S!t p Framing d- ~C,j CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 5/23/08 01 Receipt no: 11350 Type SvcCd Description Amount 2007 201506 BP BUILDING PERMITS Qty 1.00 $6800.00 TRUBERRY Tender detail CK Ref#: 52701 $300.00 CK Ref#: 52700 $6500.00 Total tendered: $6800.00 Total payment: $6800.00 Trans date: 5/23/08 Time: 7:25:36 THANK YOU FOR YOUR PROMPT PAYMENT 0L(UU i f BANK ONE, NA i 40 43240 OHIO COLUMBUS, TRUBERRY GROUP, INC. 25-3-440 5991-A CHANDLER COURT WESTERVILLE, OH 43082 S Six Thousand 0 PAY Five Hundred Dollars And No Cents * * ..b0 LJ TO THE RU05/fff1008 **$6'~ pp ORDER OF o CITY OF DUBLIN m I ~ t II.O S 2 70011' 1:04 40000 3 ?1: 98 L 4 78 ? 7811' 52701 BANK ONE, NA TRUBERRY GROUP, INC. COLUMBUS, OHIO 43240 25-3.440 5991-A CHANDLER COURT WESTERVILLE, OH 43082 c 0 PAY * * Three Hundred Dollars And No Cents * * ° TO THE 05/fTT2 008 **0w..b0 ORDER OF 9 CITY OF DUBLIN i i, NP I 1160 S 2 70 111' 40440000371: 98 1 4 ?8 7 ?811' 09/21/2007 07:03 6142631019 PAGE 10/13 1,5 d (v REScheck Software Version 4.0"1 Compliance Certificate Project Title: LOT# 501 BALLANTRAE Report Date: 09/21/07 Data filename: Untitled.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. TRUBERRY GROUP U-Facto: Calling 1: Flat Calling or Scissor Truss: 2114 30.0 0.0 74 Wall 1: Wood Frame, 16" o.c.: 3560 13.0 0.0 261 Window 1: Other: 315 0370 117 Door 1: Solid: 21 0.250 5 Door 2: Glass: 42 0.370 16 Wall 2: Wood Frame, 16" o.c.: 720 19.0 0.0 35 Window 2: Other: 119 0.370 44 Door 3: Sand: 21 0.250 5 Basement Wall 1: Solid Concrete or Masonry. 1424 0.0 5.0 132 Wall height 8.0' Depth below grade: 7.0' I nsulatlon depth: 7.0' Floor 1: All-Wood "at/Trus6:0ver Outside Air: 28 19.0 0.0 1 Floor 2: All-Wood JoistlTruss:Over Unconditioned Sparse: 494 19.0 0.0 23 Furnace 1: Forced Hot Air 90 AFU E Compliance Statement.' The proposed bukdaug 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 Vemlon 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. l4 tetx- rr~+r 3 t 9 /~c Name - Title lure Date LOT# 601 SALtANTRAE Page 1 of 4 09/21/2007 FRI 8120 [JOB NO. 9141] 14010 09/21/2007 07:03 6142631019 PAGE 11/13 4 REScheck Software Version 4.0.1 Inspection Checklist Data, 09121/07 Ceilings: ? Ceiling 1: Flat Calling or Scissor Truss, 8-30.0 cavity Insulation Comments: Above-Grade Walls: Q Wall 1: Wood Frame, 16" c.c., R-13.0 cavity Insulation Comments: ? Wall 2: Wood Frame, 16" o.c., R-19.0 cavity Insulation Comments: Basement Walls: U Basement wail 1: Solid Conorate or Masonry. 8.0'V 17.0' bg / 7.0' insul, R-5.0 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) kisulation and extends at least B in. below grade. Windows: ? Window 1: Other, U factor: 0.370 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments- 0 Window 2: Other, 1.1-factor; 0.370 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors- 0 Door 1: Solid. 1.1-factor 0.250 Comments: ? Door 2_ Glass, U factor: 0-370 Comments: U Poor 3: Solid, U-factor. 0.250 Comments: Floors: ? Floor 1! AII--Wood JoistiTruss:Ovar Outside Air. R49.0 cavity insulation Comments: ? Floor 2: All-Wood Joist/Truss:Over Unoonditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ? Furnace 1: Forced Hot Alr. 90 AFUE or higher Make and Model Nuntw: Air Leakage: L.OT# 501 BALIANTRAE ..W..~~,.-....-,-.-....~~.~~.....~ Page 2 of 4 09/21/2007 FRI 8,20 (JOB NO. 9141] la011 G ~ ,~~~rn,r,nr,r,¦rMr¦i¦rnri,~„~irr rrrirvrr~r~r~rirrr¦¦¦¦~¦¦"rrlr, 09/21/2007 07:03 6142631019 PAGE 12/13 4 • Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-fight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from Insulation. Skylights: Minimum insulation requirement for skylight sha".ts equal to or greater than 12 inches is R-19. Vapor Retarder: ? installed on the warnrin-winter side of all non-vented framed ceilings, walls, and floors, Materials Identification: Materiels and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values, glazing 1.1-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's Instructions, in substantial contact with the surface being insulated, and In a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ? Supply ducts In unconditioned attics or outside the building are insulated to R8. Return ducts in unconditioned attics or outside the building are insulated to R-d. CJ Supply ducts in unconditioned spaces are insulated to R-8. Return ducts in unconditioned spaces (except basements) are insulated to R-2_ Insulation is not required on return duds in basements. O Where exterior walls are used as plenums, the wall is insulated to R-8, Duct Construction: U Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. L ] All joints, seams, and connedlons are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 191 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 In, w.g. (500 Pa). ? The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC sys:am_ A manual or automatic means to partially restrict or shut off the heating and/or cooling Input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap an both the Inlet and outlet uniesa the water heater has an integral heat trap or is part of a circulating system. D Circulating hot water pipes are insulated to the levels in Table 1, Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1, Swimming Pools: U All heated swimming pools have an onioff heafi)r switch and a cover uniess over 20% of the heating energy is from non-depletabte sources. Pool pumps have a time dock. Heating and Cooling Piping Insulation: E3 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels In Table 2. LOT# Sol BALLANTRAE Page 3 of 4 09/21/2007 Fri 8:20 [JOB NO. 9141] 0012 09/21/2007 07:03 6142631019 PAGE 13/13 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in inches by Pipe Sixes Non.Circolating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature ("F) 1 TO-1130 0.5 .0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 400-139 015 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp Insulation Thickness in Inches by Pipe Sias . Piping System Types Range(°F) 2" Runouts 1" and Less 125" to 2.0" 2.5" to 4" Heating Systems Low Pressureffemperature 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. Reffigerant 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# 501 BALLANTRAE Page 4 of 4 09/21/2001 FRI 8-20 [JOB NO. 9141] 0013 84 Lumber LUMBER 1019 Rt. 519 Eighty Four, PA 15330 COMPONENTS NTS Tel. 800-664-1984 Fax 877-214-0879 Re: 17858 PAT 17858 DJR 12/21/07 The truss drawing(s) referenced below have been prepared by 84 Components, Eighty Four, PA under my direct supervision based on the parameters provided by 84 Components Pataskala, OR Pages or sheets covered by this seal: E1656648 thruE1656648 titi~~titirrrriut, OF e sue, r• r, J. T. KOLANKO E-70060 February 18,2008 Ted Kolanko The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Job Truss THIP Type ty Ply PAT 17858 DJ R 12/21 /07 17858 A1A PAGE10F2 1 1 E1656648 Job Reference (optional) 2.0 HRS 84 COMPONENTS, PATASKALA OH 43062 6.500 s Aug 27 2007 MiTek Industries, Inc. Wed Feb 13 14:32:26 2008 Page 1 TRUSS REPAIR REASON FOR REPAIR: - 16" SECTION OF BOTTOM CHORD MISSING CENTERED ON JOINT 15 Scale =1:82.9 - 114" DEEP NOTCH IN TOP SIDE 7x10 = OF MEMBERS 4-15 AND 5-15 1/4" DEEP NOTCH AT 5x9 = AT 8" FROM JOINT 15. 8" FROM JOINT 15 5 6 20 21 7.00 12 3x6 i 4 7 p-0-0 3x6 5x9 i ~ 22 1819 23 a 3 8 5x9 d r......._._ . 2 \ 1-10-0 9 d % 1 ..r.. 10 ^ 7•~a d 48 - 17 24 16 25 j I 15 26 14 1 2713 28 12 4x6 = 5.12 11 1 6-0 1 2-0 3.7 = 3x12 MT16H = 5x12 11 3x12 MT18H = 'F= 4x81= l 1-4-0 i 14-0-0 FABRICATE SCAB TRUSS 71" AS SHOWN CN PAGE (2 OF 2) ATTACH SCAB TRUSS TO REAR FACE OF EXISTING TRUSS WITH ONE ROW OF SIMPSON SDS (3.0" X:2111?) WOOD SCREWS SPACED 4" O.C. IN ALL ALIGNING MEMBERS UNLESS OTHERWISE INDICATED. ~--'ADD 2 X 4 SPF 165OF 1.5E CUT TO FIT TIGHT TO REPLACE MISSING SECTION. ATTACH 3/4' OSS GUSSET (APA RATED SHEATHING) TO FRONT FACE OF TRUSS WITH (2.5" X.131') PNEUMATIC NAILS SPACED 2" O.C. IN (1) STAGGERED ROW INTO ALL MEMBERS AS SHOWN 9-2-7 16-1-11 23-10-5 32-9.9 41-11-e 9.2-7 8.11-4 5.8-9 8.11-4 9.1-15 Plate Offsets X : 0:0-0-111.0-0-111, 1:0-1-11 Ed a 12:0-1-1.0-1-81, &11.6-10 Ed a T6:04-8.0-1-71- 9:0-1-1 0-1-8 10:0-0.3 0-0-15 10:0-1-15 Ed e LOADING (psf) TCLL 25.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plates Increase 1.15 TC 0.72 Vert(LL) -0.43 12-14 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.95 Vert(TL) -0.76 12-14 >661 180 MT18H 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TL) 0.23 10 n/a n/a B L 10.0 Code IBC2006ITP12002 (Matrix) Weight: 214 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins, except BOT CHORD 2 X 4 SPF 165OF 1.5E 2-0-0 oc purlins (3-2-6 max.): 5-6. WEBS 2 X 4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-17 2 X 4 SPF Stud, 9-12 2 X 4 SPF Stud WEBS 1 Row at midpt 4-15,6-15,7-14 SLIDER Left 2 X 6 SPF 165OF 1.5E 6-10-0, Right 2 X 6 SPF 1650F 1.5E 6-10-0 00tltl#!##if#,1 REACTIONS (lb/size) 1=2104/Mechanical, 10=2189/0-3-13 (input: 0-3-8) BEARING ENHANCEMENT REQUIRED OF 0 Max Horz I=-355(LC6) (SEE NOTE BELOW) X44 ~ `.••~••.~as0 Max Upliftl=295(LC 8), 10-347(LC 9) • Max Grav 1 =2364(LC 18), 10=2450(LC 18) . i~ FORCES (lb) -Maximum Compression/Maximum Tension # * J.T, / TOP CHORD 1-2=4093/650, 2-3=3849/622, 3-118=3756/634,18-119=3733/637, 4-19=-3602/655, 4-20=2976/587, 5-20=2744/6041 -6=2421/575, 6-21=2743/604, 7-21=2990/587, 7-22=3593/848, 22-23=3726/629, 8-23=-3747/627, 8-9=-3840/615, 9-10=-4079/641, 10-11=0/40 BOT CHORD 1-17=-475/3418, 17-24=296/3007, 16-24=296/3007, 16-25=-296/3007, 15-25=-296/3007, 15-26=117/2431, : Q 'P : ti` 14-26=-117/2431, 14-27=278/3010, 13-27=278/3010, 13-28=278/3010, 12-28=278/3010, 10-12--429/3394 ~~••.;~GISTEA` ~ WEBS 2-17=306/236, 4-17=-78/577, 4-15=-917/295, 5-15=-116/991, 6-15=317/275, 6-14=142/1022, 7-14=904/291, i~;'t~S •+•ea~s \Y~~+*+ 7-12=-71/553, 9-12=-281/229 riot ~{~JyAt y0 s~a'r Continued on page February 18,20P8 Warning - Varft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE i Design valid for use only with Mrrek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be ! Installed and loaded ventrally. Applicability of design paramenlers and proper incorporation of component is responsibility of building designer- not truss LUMBER designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the i _responsibillity ofthe erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance j regarding fabrication. quality control, storage, de0very, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and BCSI-03 COMPONENTS available from Truss Plate Institute, 583 D'Onotho Drive, Madison, WI 53719 l _ Job Truss Truss Type Qty Ply PAT 17858 DJR 12/21/07 17858 A1A HIP 1 1 E1656648 Job Reference (optional) 84 COMPONENTS, PATASKALA OH 43062 6.500 s Aug 27 2007 MiTek Industries, Inc. Wed Feb 13 14:32:26 2008 Page 2 NOTES (15-16) 1) Wind: ASCE 7-05; 90mph; h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp C; enclosed; MWFRS gable and zone and C-C Exterior(2) zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specked. 2) TCLL: ASCE 7-05; Pf=25.0 pat (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1, Lu=28-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise Indicated. 8) All plates are 3x5 MT20 unless otherwise Indicated. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 10) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 Ito uplift at joint 1 and 347 lb uplift at joint 10. 13) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Old nails. 15) WARNING: Truss members and components shall not be cut, notched, drilled, spliced, scabbed, repaired, or otherwise altered in any way without written approval of a registered design professional. Alterations resulting in the addition of loads to any member shall not be permitted without verification that the truss is capable of supporting such additional loading. 16) (BCBB) Truss has inadequate bearing width atjoint(s) #10 and requires a 12" Bottom Chord Bearing Block at these/this location(s). Block must be minimum #2 SPF grade and nominal size as bottom chord. All blocks must be attached with 10d common nails in two staggered rows, 2 in. D.C., with 3 in. and distance, and 3/4 in. edge distance. Bearing is assumed to be SPF #2. LOAD CASE(S) Standard warning -V-Ify design paranatan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE 1101147473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically.. Applicability of design parementers and proper Incorporation of component 4 responsibility of building designer- not truss oil ¦ B designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the U responsibiNBy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and BCSI-03 OM OONENTS available from Truss Plate Institute, 583 D'Onoldo Drive, Madison, W 53719 I - e Job Truss Truss Type Qty PIy PAT 17858 DJR 12/21/07 17858 Z1 HIP PAGE 2OF2 1 1 E1656648 Job Reference (oolional) 84 COMPONENTS, PATASKALA OH 43062 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Feb 18 09:31:05 2008 Page 1 1-2-4 3-7-11 7-0.0 9-4-7 12-10-5 14-0-0 1.2-4 2-5-8 3-4-5 2-4-7 3.5-15 1-1-11 3 Scale = 1:24.8 6 2 7 al I, 7x10 = 5 4 FABRICATE SCAB TRUSS 71 "AS SHOWN AND ATTACH TO EXISTING "A1A' TRUSS AS SHOWN ON PAGE 1 OF 2. 7-1-12 3-7-12 6-10-2 Wi 9-" 1 12-19-5 9 - 3-7-12 3-2.6 0.1-14 1-11-10 3-8-15 0-10-4 0-3-7 0-1-12 Plate Offsets X Y : 12:0-3-9.0-2-81 LUMBER PLATES GRIP TOP CHORD 2 X 4 SPF 165OF 1.5E MT20 197/144 BOT CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF 165OF 1.5E Weight: 31 Ib ~tt~~ 1~~~L^^^11 O~7t~~ J.T. KC?LANKO ~ \ 1 ST February 18,200 warning • Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with Wait connectors. This design is based only upon parameters shown, and is for an Individual building component to be d stalled and loaded vertically. Applicability of design paremenlers and proper incorporation of component is responsibility of building designer -not truss 1 L V $ ER esgner. Bracing shown is for lateral suppal of individual web members only. Additional temporary tracing to Insure stability during construction is the ~¦a responsibill9y of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance i regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-69 Bracing Specification. and BCSI-03 .__.__C.OMPCNEN75 _ available from Truss Plate Institute, 583 D'OnoW Drive. Madison, WI 53719 . Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury s " • Center plate on joint unless ~4 dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 , J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. t/8 c2 cs TSB 3. Place plates on each face of truss at each p AcJ joint and embed fully. Avoid knots and wane at joint locations. O a U 4. Unless otherwise noted, locate chord splices O a at panel length 6" from adjacent joint.) ~ ce c~ cs ~ For 4 x 2 orientation, locate BOTTOM CHORDS ~ 5. Unless otherwise noted, moisture content of plates 1/8" from outside edge if J8 J7 Jb lumber shall not exceed 19% at time of fabrication. of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. ~rll continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. 14. Do not cut or alter truss member or plate Indicates location of joints at without prior approval of a professional which bearings (supports) occur. i engineer. ]~t 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX-7473 0 1993 MiTek® Holdings, Inc. 11/30/2007 FRI 16:01 FAX 614 891 0954 Truberry ®001/001 100(a (T186 on nor] S£°£T rud 00VO£/TT JAN-jB'r2007 12:42: Ccy.of Dvb1:- CITY OF DUBLIN 7, 2eq!W6 Division of Building Standards • 5600 Shier-Rhgs Road • Dublin, Ohio 43016 Phone: (614) 410.4670 • inspecdon Line; (614) 410-4680. . Application Number: SURVEYOR BUILDING-LOCAYION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, the anderstfied; do fier? by Caift the following location of buMng and elevation of top of the founitatlbn wall-at the referenced property. R is the bulldees responsibility to . insure than the idcttlon 4nif elevation of the top of the foundation w, O plus the Gmt floor stem. `as per the aPPr'awod Prints, comply with the site plah approved by the Chy of Dublin (In-f 4ilrt i 1i the City of Dublin Codified Ordinspce 130k.02 (k))_ ' _Sitbdlvisbh• o~t Lot Nt1117be'r: 6 . _ . D G Approved Fvugdation Elevation Feet above mean son level. Actual Top of Foundtat[on ~ _ ,Feet above mean son legal. Prolessionai.Seal: O'~'~ OTr 3hpU tore of Surveyor G Et f ' o X 1 a o 7 KY A Dab a`4jONAL gJ Thl3 form Ii to'-be completed prior to the foundation Ins available•orr-alto: wltii t7 - Pectbn and retest b.. inade a'PPrd prints. .EXQWSi v QLN14 In'J nh!ol snn7 no &mi CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 • Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. 0-4• <AQ,SO~n 4_1 - APPLICATION J FOR ELECTRICAL PERMIT Job Address `-73 8 C 4EA491 ~,Aa/ E Parcel No Subdivision Lot No. :r Owner Name 712-q& 01Z XY Telephone `r d Contractor Name Sir f^r 4&611141 Telephone 6 It 1 4218 Contractor Address Id-14- S4b ~ gc~g 426 W'9"I Dublin Registration No. Residential: New Sq. Ft. ~ 0 Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) p Total $ JOB DESCRIPTION Ao"E C' J r~ This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provi ions of said laws. Signature of licensed contractor or homeowner Division of Building Standards ' U Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201506 Date 2/04/08 Revision number . . . . . . . 1 Property Address . . . . . . 5738 GLENDAVON PL Parcel Number: 274-001247 Alternate Address: BALLANTRAE 6-1 #501 Tenant nbr, name . . . . . . SQ FT 5788 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/02/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201506 Date 2/04/08 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. 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. Fee summary Charged Paid Credited Due Permit Fee Total 240.00 .00 .00 240.00 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. Q -;T - C),O k S C) Date d )(New ? Remodel ? Residential ? CommkC7 ercial 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 513g ,\e'nAck io % ~>)iace, Parcel No. Subdivision/Project Name bCL1AaVt-- Lot No. 50 t Owner's Name Telephone Soto -'s5W Contractor's Name en-N Telephone %515-A19 Contractor's Address 5 car e e I Dublin Registration Number 0~'-2352 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? ~ How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? 11 Of what materials do the vent pipes consist? INC Of what material does the house drain consist? P `G *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Dck Number of remaining fixtures X $10.00 = $R-c-0-00 Number of remaining fixtures X $12.00 = $ Total Inspection Fee $°J -00 Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs a Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine fj Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL 3O Division of Building Standards CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201506 Date 12/03/07 Property Address . . . . . . 5738 GLENDAVON PL Parcel.Number: 274-001247 Alternate Address: BALLANTRAE 6-1 #501 Tenant nbr, name . . . . . . SQ FT 5788 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 340.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/27/10 Qty Unit Charge Per Extension BASE FEE 50.00 29.00 10.0000 EA RES PLUMBING >1 FIXTURE 290.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. - CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201506 Date 12/03/07 Special Notes and Comments Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 340.00 .00 .00 340.00 Plan Check Total .00 .00 .00 .00 Grand Total 340.00 .00 .00 340.00 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201506 Date 11/07/07 Property Address . . . . . . 5738 GLENDAVON PL Parcel Number: 274-001247 Alternate Address: BALLANTRAE 6-1 #501 Tenant nbr, name . . . . . . SQ FT 5788 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.00 Plan Check Fee .00 Issue Date . . . . ~\.q,0`:+ Valuation . . . . 0 Expiration Date . . 5/05/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/05/08 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/05/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date . . 5/05/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201506 Date 11/07/07 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 . . 5/05/08 Qty Unit Charge Per Extension 1.00 1600.00`00 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLEFOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Other Fees . . . . . . RES BLDG INSPECTION 550.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201506 Date 11/07/07 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 00 .00 8344.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. f 0 91 raft, APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER 017_ too j 5 OCT 1 Issued in Ohio Under Authority of e 0 Auditors Taxing District Parcel Number Address of Property S- -6b CvtX-44~Y d;-.) as a - 0 Q" Subdivision 5A 1 4C.AoN. Lot~j Applicant's Name:1< I t>F4444 E-5 Phone Number: C( 14) b<- S~ J Email Address: kl r K. r Y'r" "~M Fax Number. (014) Owner's Name: TR-tJl3° :pup Phone Number: C(pt £590 ' SSfs Address: QI ~1Gltt_ ft,3' LftL Designer's Name: RqC, 44r-R.S~ Aef-e,4 J-nTC Phone Number: bfs d Address: 59011-A C .>I'..Ctl. C vtnr~ t44"7X4 V) t.Lf1 o/4- 43~ -Z, Builder's Name: Phone Number: blo 5~s 86 Address: c399J `A Cl+ eo~tc~f" ev€ ®t41c:7 3~~Z Builder's ID- Zit- Type of Improvement: NII~kv SN..~C 17Ly -}Cw Improvement Cost: Number of Bedrooms: Heating Fuel: t.2.I Number of Gas Appliances per Unit: Number of Baths: 3112, Sewage Disposal: c -Y - - -J Garage Building Height: 3;(oWater Supply:: Number Car Garage: c Building Zoning Unfinished Basement 11`1 Lot Area 1St ?jZ~j, 'Z 8 Finished Basement (0 u o Total Occupied by Structure ?Av mx v Lower Level 01A 1 y 1st Floor 1'71 Front Setback 3fJ a 2nd Floor 17 Z 7 Rear Setback G&. 159 a 3rd Floor )J/^ Right Setback Z-49 '0 D Other / Left Setback 3 z • O C Garage '707 '7 C~ 7 Lot Width at Building Line 0 • 0 Deck/Screened In Porch Gross Square Feet 4,?.. cog Zoning District Building Area at Ground Level 25~ Existing Use of Property ~ N~ -1 -Q~G' Living Area Flood Plain Yes No The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building as xa or structure or make the proposed change or alteration in accordance with the plans and specifications submitted w herewith, and certify that the information and statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. Signature of Applicant Date Received Date Received Date Received Date proved Date Approved G 7 Date Approved •9 •O Zoning Official Plans Examiner Tcm,;nlr A»fhnrif., 10/11/2007 15:19 614-241-2080 EDWARDS PAGE 02 w TRAE Park rd Rrer~ciitial Galf Commuaety --Architectural Review COmmitte Plan Approval Notification Lot Number. 501 Section: 6 Date: 10/11/07 Address: 5738 Glendavon Loo Builder. Truberry Grou 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. ¦ No Further Approvals Required ? Additional Approvals Required as Follows: Approval Certified by: C Charles P. Driscoll, Member Plazas reviewed by Architectural Review Committee membe ¦ ,pcborah Runk-GoodwiA Edw=& Golf Commaw ies, LLC ¦ G Sind, A,rhrtect,,Bird-Houk and Associates ? PeterEdwardry Bdwarde GolfCommuaiaea, LLC O % R=4- Atrhirect, Myea Schmalcnberger 2 C,Elarles P. ,DriscoII, Bd'wardg Golf Comm=ides, LLC O char.( Fite, L=dseape Arehmec4 Bird jgauk & Associates d Ban Zwt jones, Architect 10/11/2007 THU 15:25 (JOB NO. 93761 la002 CITY OF DUBLIN 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 2006 Edition of the Residential Code of Ohio, as amended. PLAN REVIEW CHECKLIST c Application No.D 7- ZO / S D T o w a € ~ m Date Reviewed /D /7 - O 7 H o Cr 23) U Ix 4) M v Plan Reviewer's Comments & Notes Reviewed By o Z C a q. U N V M O Approved Disapproved o _A Z N > C d 2006 OBBC Model Energy Code ? Worksheets required 106.1.1 Manual J/Electric Loads ? All Houses Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom R303.1 Light &Ventilation Schedules Schedules Required on Plans; houses, additions and sunrooms R303.6 Stairway Illumination R306 Sanitation - Fixture Clearance ? Figure 307.2 R307 R308 Required Safety Glazing R309 13/8" s. c. or 20 min. door and 518" gyp. Bd. Type 'x' on all common Ordinance Attached Garage Fire Separation walls and ceiling R310 Emergency Escape and Rescue 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" Openings ? a.f.f. R311.2.2 Under Stair Protection 112" gyp. Bd. Type X', enclosed spaces with access 311.4.1 Exit Door Required R311.4.2.1 Interior Doors ? Bath 2'4"x 68" habitable rms & basement stairs 216'x 6'8"(min) R311.4.3 Landings ? Minimum 3' x door width R311.5.6 Handrails R312 Guards ? R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime electric/battery pack - up/interconnected (one each floor) R314 Foam Plastic Separation Ordinance Carbon Monoxide Detector Outside sleeping areas 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 houses and R404 Foundation wall sizes & reinforcements / additions R405 Foundation drainage systems ? R406 Damproofing or waterproofing ? R502.3 Floor joist(s) allowable spans v/ 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 & steeU3" for masonry & concrete R502.11.4 Floor Trusses ? [:Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c a T w ro N Q E 3 d O 0 r t0 m U c ~ v 0 - a a Plan Reviewer's Comments & Notes o OE Z m a a U w v -a Q 3 y Z N C ~ R503 Floor sheathing R(402.2) Concrete floors on ground R 506 R602 Wood wall framing R602.3.1 Stud size & spacing Table R602.3.1 R602.10 Wall bracing R603 Steel wall framing R703.7 Masonry veneer Table 703.4 R802 Wood roof framing Show truss profiles on roof plan R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans all, R802.10 Wood trusses Stamped engineered roof trusses required at framing inspection R807 Attic access 22"x 30" R1001 Masonry chimneys .0' Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys Spark arrestor with rain cap R1003 Masonry fireplaces V Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces R1005 Exterior air supply M1701 Combustion air 50 cubic per 1,000 btu/h Front & Back Form Revised 03/19/2007 2(t6l~ J 0 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date bo, i C1 Application No. 0 -4 • ;kn V_:~fl APPLICATION FOR ELECTRICAL PERMIT Job Address GJ MJ (k y 0 Y-~ Parcel No Subdivision ?-.rLL~ A Lot No. 1-501 Owner Name Ty-(AywY (-f~ ~ Telephone Contractor NameC UY_\ 5 Telephone co~~_) Contractor Address E`lI L2_~k_, t,_e M akl (W 1 Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00.......... $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 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 11~ 240 ~ el 1, I 3 W -I This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of struction, installation, repair and alteration, Dublin, all the laws of the State and the National Electric a regulatinf and may be revoked at any time upon violation of any visio of Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201506 Date 11/21/07 Property Address . . . . . . 5738 GLENDAVON PL Parcel Number: 274-001247 Alternate Address: BALLANTRAE 6-1 #501 Tenant nbr, name . . . . . . SQ FT 5788 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201506 Date 11/21/07 Special Notes and Comments DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN 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: 70 Company: Site: O / VOY1 (Provide Detail Plot Plan of Lot) A,f rcxe- Lot No: Application No:0/ -.0/ Subdivision: AI) a- • 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 ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP d'' d?v~S ~C7 MAY-11-2005 WED 09:28 •AM P. 002 05/10/2005 19:51 16142674442 HAEEG( R GURI' PAGE 01/01 Name REZCALC Address Lot 50 1 k,,,S NTIAL BLOCK LOAD ES11MATIE Des" 2-Story t DLSIGN.CONDITIONS Outdoor. SummerDB/WB Winter Inside: Summer RH Winter Range Sv9 951 73 0 75 ` 72 24 3.0F G LAW & 000Rb Pa acne Shacl,0 Ovr. G-F H-F SQ FT C-Load HrLoad ~ . dtr Type Glass 00 50,80 405.0 25,515 20,573 I -SW Window Clear 2 Metei~l - Nona 4 83. I 3W Entry Daor ood 91. ,30 42-0 11,323 810 WALLS Dior Frame [ Shade OVr. S i 13 None 0" 1.95 5.78 2,521.0 4,915 14,671 10 Norte 0' 0. .22 1,120,6- 0 3.606 k. aan ~ < t3elo~w R0o0Gm!! I DescripW R Calling under vented ottic 30 1.50 2.31 1,889.0 2,548 31924 I FL4aEt 4e3oriptlon Covet CeNing Betmq R 0,00 1.70 1.548.0 0 2,633 i3asemerrt floor > 2R. bekw! grade - COOLING LOAD SUMMI RY c Nr:z4T1NG LOAD SUMMARY MHa i , 01 SUBTOTAL ( 1 H 13 -LO 08 (All C-LOADS) $4,3 x NG MULT. - 1:00 + IN L, & V X 77 r41 1, 1 I X -M-01.7. 1.20 -ii SUBTOTAL 6 I 1 • ' ` 3i-SUMMER MATE MUL 1.00 x CT MULT. 3 1, xWINTER C MUL . 1 ~ SUSTO-1 K1-- TOTAL HEATING AD ,379 , .p1' (Less Outside r ) 5r + O IDE AJR LO I InlNAvent eft xload Wrn) 233 x 37 $.821 AIR QUANTITY (CI`Mj . TOM COOLING LOAD , COOLING OR HP CFM # P OPLE x 230 ti 1, send cool. load / ooall"e CFM factor 22.00 2.240 U IOE A1R LA LSO FURNACE CFM u fit avonL chn x tWnt load (cin) 233 x 15 3995 Wal heo" load 1 heating CPM factor 48.00 2,047 LATENT-OOUNG LOAD [!COOU-NG SENS151_E HEAT FACTOR s 8W010LE COOLING LOAD ,Z87 sosiVe bad / total coorkv load - - 0.9100 s dined by: JOHN VVILLIAIIP,S BRYANT HABBEOi=R 'llename: i_OT526.RZB Page 1 !5/111x006 8•.50 Version 2.01 o?-~a ISofo Load Calculations Prepared by Stewart Custom Electric Lot # 501 Ballantrae Basement Sq. ft. 1,717 First Floor Sq. ft. 1,715 Second Floor Sq. ft. 1,752 Bonus Room Sq. ft. Garage Sq. ft. 707 Total Sq. ft. 5,891 Quantity Watts Va Square Foot 5,891 3 17,673 Small appliance load 2 1,500 3,000 Laundry load 1 1,500 1,500 Range 5,500 Range top 1 5,500 5,500 Oven 1 5,500 5,500 Dryer 1 5,500 5,500 Water heater 5,500 Dishwasher 1 1,500 1,500 Disposal 1 1,500 1,500 Refrigerator 1 1,500 1,500 Microwave 1 1,500 1,500 Whirlpool 1,500 Central vac 1,500 Total above 44,673 First 10 kVa at 100% 1000/0 10,000 10,000 Remainder at 40% 40% 34,673 13,869 Total 23,869 Air conditioner 1 8,000 8,000 Total 31,869 Calculated service amp 240 Volts 133 Amps CITY OF DUBLIN PLAN REVISION LOT # 501 Ballantrae 07-201506 PERMIT # 07-201506 Revision is limited to the following: 1.) Delete a 3040 Kitchen window, Right elevation & add two (2) 1840 casement windows. 2.) Add (3) 3030 transoms at rear of Great Room. 3.) Revise front dormers from (2) small dormers to (1) large dormer DOES REVISION AFFECT PLOT PLAN - No DOES REVISION AFFECT HOUSE PLANS - Yes The Truberry Group Kirk Denyes, Architect 890-5588 j. _ _ _ _ - - - _ i i _ _ - _---..______._~_____._._.._.__.___._.__._______:__.e_~.._ _ _ i ~ f i _ _ _ _ _ u~._._ _ ~ ,1 rJ'~ .11 --._e.e- - ~~t 17 ~r , ~ w ~»r~. t n~ . I I 177 ~i"7-Tl~~"i - 771 t7` II~~ 7~~ t E ip i~~ ~`C'~"~' f ~'ri I 77C fC ~7T~i .117 CE r ~i~~T'r7`~I, V~ 1u 7 i ~ h~l i ~ ~ w ~ ~ ~ Q Q Y l 4r ~ 'S 4w~- rE~:~y. r~r r~-~'er` ~~~x~'ry e~-r-r` 7' ~ r~ r~--r~ r err ~ ~r r~a~ O FRONT ELEVATION ~ U WINDOW SCHEDULE -JELD WEN VINYL COLONIAL SERIES SINGLE HUNG E ER.AL TE G N NO S ROOM WINDOW GLAZING TOTAL REQUIRED EGRESS EGRESS CLEAR REQUIRD ACTUAL WINDOW LOC WINDOW LOCATION SO. FT. OUANITY SIZE TEMPERED PER UNIT GLAZING GLAZING WIDTH HGT. OPENING VENT VENT STRUCTURALMEMBERS ARE BASED ON THE FOLLOWING DESIGN CRITERIA: 40 LBS PER S .FOOT LIVE LOAD ALL LIVING AREAS Q STUDY STUDY 189 2 3060 NO 14.46 28,92 15.12 32.75" 32.2" 7,09 7,56 14.18 W 10 LBS PER S DARE FOOT DEAD LOAD ALL LIVING AREAS Q 40 LBS PER S UARE FOOT STAIRS Q DINING R( DINING ROOM 169 2 3060 NO 14.46 28,92 13,52 32.75" 32.2" 7.09 6.76 14.18 60 LBS PER SQUARE FOOT LIVE LOAD EXTERIOR BALCONYS 25 LBS PER SQ. FT ROOF LIVE LOAD LIVING R( LIVING ROOM 164 2 3060 NO 14.46 28,92 13.12 32,75" 32.2" 7.09 6.56 14,18 10 LBS PER S UARE FOOT ROOF DEAD LOAD Q 20 LBS PER S .FOOT LIVE LOAD EIL G JOI T C IN SS Q GRERT R( GREAT ROOM 336 3 3060 NO 14.46 118.58 26.88 32,75" 32.2" 7.09 13,44 25.99 80 MPH BASIC WIND SPEED HE - E E WEAT RING S V RE 1 2060 NO 9.6 20.75" 32.2" 4.72 TT ~ TERMITE -YES DECAY -YES SEISMIC -ZONE 1 3 FI~ED NO 12.0 N/R N/A N/R a~`L WINTER DESIGN TEMP - 3 de F g 1500 LBS PER S . FT. ASSUMED SOIL BEARING CAPACITY 3 3030 NO 7 2 _ N/R N/A N/A FIXED Q STRIP FOOTINGS ARE 16" WIDE X 8" TALL ESS NOTED UNL OTHERWISE i 2050 NO 8.0 - N/A N/A N/A n , V~/ FIXED COLUMN FOOTINGS ARE 30 X30 X 12 DEEP UNLESS NOTED OTHERWISE KITCHEN/Ef KITCHEN/EATING 363 2 1840 NO 8.29 36.07 29.04 30.73" 20.25" 4.58 14.52 22.25 CSMNT - ALL STRUCTURAL HEADERS ARE 2 2X6 #2 SPF E UNL SS NOTED OTHERWISE 1 6068 YES 13.89 31.5" 78.125" 17.67 SLGLDR FLOOR JOISTS ARE 117/8 DEEP I-JOISTS AT 16 O/C UNLESS NOTED OTHER E WIS B BEDROOM #2 165 2 3050 NO ' ` 11.83 23.6~~ ~ 13:2 ~ 32.75" 25.2" 5.73 6,6 11.2 n , EDROOM 230 SERIES TJUPRO SERIES AS MANUFACTURED BY TRUSJOIST ~ Vr/ D H~ 1 0 B EXTERIOR WALLS ARE BRACE WIT 7/ S STRUCTURAL SHEATHING BEDROOM BEDROOM ~3 204 1 3050 NO 11,83 11.8' . 16.32 ~ { 32,75" 25.2" ~ 5.73 8.16 5.6 ALL SURFACES. NO NON-STRUCTURAL F AM SHEATHING IS USED. BONUS RC BONUS ROOM 272 2 3050 NO 11,83 " 42,86 21,76 3275" 25.2" 5.73 10,88 20.9 ~ BEAMS ARE MICROLAM 1.9E BY TRUSJOIST OR TIMBERSTRAND L7lE BY TRUSJOIST AS INDICATED ON PLANS 2 2060 NO 9,6 20,75" 322" 4.72 MRSTER BE[ MASTER BEDROOM 294 3 3050 NO 11,83 41.87 23.52 32.75" 25.2" 5.73 11.76 17,19 CONCRETE SLABS IN BASEMENTS SHALL BE 2500 PSI. CONCRETE LA S BS IN GARAGE SHALL BE 3500 PSI AIR ENTRAINED CONCRETE OVER VAPOR BARRIE OVER BASE ~ 2 3014 NO 3,19 - N/R N/A N/A - FIXED COURSE, & A MINIMUM 3 1/2" THICK Wl MINIMUM 4" GRAVEL BASE. ~ #PROVIDE 6 t PROVIDE 6" MAKE-UP RIR DUCT TO FURNACE GUARDRAILS SHALL HAVE A HEIGHT OF 36" AT ALL STAIRS & ALL RAISED SURFACES MORE THAN 34" S7 B~ ~N ~ MU LANS PROVIDE LIG PROVIDE LIGHT FIXTURE CAPABLE OF PROVIDING 6 FOOT CANDLES AT 30" ABOVE FINISHED FLOOR PPRO~n p ABOVE ADJACENT GRADE OR FLOOR LEVEL. SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW THE ~ S, ~ PEGTION INS ALL PASSAGE OF A 4 SPHERE. SIjE FOR ~ ~ HANDRAILS SHALI, BE BETWEEN 34" AND 38" TALL, MEASURED VERTICALLY FROM THE NOSING OF THE LIST 0] TREAD. HANDRAILS SHALL NOT BE SPACED LESS THAN 1 1/2"FROM THE WALL, OR ANY OBSTRUCTION. LIST OF DRAWINGS LIGHT ~ VENTILATION ~ LL BE " THE HANDGRIP PORTION OF THE RAIL SHA NOT MORE THAN 2114 IN CROSS SECTION OR EQUAVALENT GRIPING SURFACE SHALL BE PROVIDED. 1 C ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN 1 COVER SHEET AGGREGATE GLAZING AREA NOT LESS THAN 8 PERCENT OF THE FLOOR RRER OF SUCH ROOMS. FRESH AIR ~ 2 F ~ ATTIC ACCESS OF 22 X30 MINIMUM SHALL BE PROVIDED TO ALL ATTIC SPACES OVER ~0 IN HEIGHT 2 FOUNDATION ALAN SHALL BE PROVIDED RT THE RATE OF 4 PERCENT OF ~ FIRESTOPPING SHALL BE PROVIDED AS TO NOT ALLOW DRAFT OPENINGS BETWEEN STORIES OR BETWEEN 3 F 3 FIRST FLOOR PLAN THE FLOOR RRER, UNLESS NOTED OTHERWISE. ~ THE TOP STORY AND THE ATTIC 4 S 4 SECOND FLOOR PLAN CRAWL SPACE VENTILATION, IF APPLICABLE SHALL BE O „ ~ CHIMNEYS SHALL EXTENT AT LEAST 2 -0 ABOVE ANY PORTION OF THE ROOF, WIT)KIN 10 -0 ,BUT SHALL S E NOT BE LESS THAN 3 -0 ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGIH THE ROOF. 5 ELEVATIONS PROVIDED BY MECHCRNICRL MEANS AT THE RATE OF 1.0 CFM FOR EACH 100 SQUARE FEET OF CRAWL SPACE. 6 S 6 SECTIONS & DETAILS SMOKE DETECTORS SHALL BE INSTALLED ON EACH FLOOR OUTSIDE EACH SLEEPIING AREA AND IN EACH 7 F 7 FIRST FLOOR FRAMING ATTIC VENTILATION SHALL BE PROVIDED RT A RATE OF SLEEPING ROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED WITH 110V AC AtND HAVE BATTERY 1 SQUARE FOOT OF FREE AIR TO EACH 300 SQUARE FEET 8 S BACK-UP. 8 SECOND FLOOR FRAMING OF ATTIC AREA, PROVIDED RT LEAST 50 PERCENT, BUT U O LESS THAN 80 OF THE TOTAL, REQUIRED VENTILATION IS 9 R ~ ALL BATHROOM EXHAUST FANS TO VENT DIRECTLY TO OUTSIDE AIR 9 ROOF FRAMING PROVIDED IN TH UPPER THIRD OF THE ROOF, 1 ALL CLOTHES DRY EXHAUSTS TO VENT TO THE OUTSIDE l( , j GFI OUTLETS TO BE INSTALLED IN ALL AREAS REQUIRED BY NEC 210-8 ANY WINDOW WITH A SILL HEIGHT OF LESS THAN 5'-0", THAT IS WITHIN 2'-0" OF A DOOR, IN THE CLOSED POSITION SHALL BE TEMPERED, ALL SHOWER ENCLOSURES AND WINDOWS IN THE TUB AREA SHALL ALSO BUILDING CODE ATTIC VENTILATION CALCULATION RESiDEN~ BE TEMPERED GLASS I For One. T RESIDENTIAL CODE OF OHIO HOUSE ATTIC SO. FT. ?.5~¢. For One. TwoandThree-Family Dwellings AVERAGE S0. FT. OF SOFFIT VENT 200b EDIT 200b EDITION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PROTECTED WITH A ;20 MIN. RATED DOOR WITH CIT WITH CITY OF DUBLIN AMMENDMENTS PER LINEAR FOOT OF SOFFIT .067 FACTORY BUILT FIREPLACE (IF INCLUDED) SHALL COMPLY WITH THE LISTINGS AND SPECIFICATIONS OF THE AVERAGE S0. FT. OF FREE RIR MANUFACTURERAND/OR THE LATEST ADDITION OF NFPA 211 PER LINEAR FT. OF RIDGE VENT .125 ~ RARE SHALL SLOPE AWAY FROM FOUNDATI A FINISHED G ON MINIMUM OF 6 IN THIS FIRST 10 -0 SO, FT. OF ATTIC x .0034 (1/300) =REQUIRED ATTIC VENTILATION ALL METAL FASTNERS, CONNECTORS & OTHER HARDWARE, IN DIRECT CONTACT W7 PRESERVATIVE TREATED LUMBER SQUARE FOOTAGE ~4, .0034 SHALL BE STAINLESS STEEL (TYPE 304 OR 316) OR BE GALVANIZED COMPLYING W/ ASTM A123 CONNECTORS AND ( ) A153 FASTNERS CLASS D STANDARDS FOR FASTNERS & HARDWARE. CONNECTORS & FASTNERS MUST BE OF THE SAME FIRSTFLOOR-1715 SQ.FT. LIN. FT. OF RIDGE VENT x ,125 =ATTIC VENTILATION ( ) MATERIAL TORESIST ELECTRO-GALVANIC ACTION. SECOND FLOOR -1752 SQ.FT, i MME DME T DUBLIN A N N S 3467 SQ.FT. ~ .125 ~ THE GARAGE AND RESIDENCE AND ATTIC SHALL BE SEPERATED BY 518" TYPE X GY'P. BD. FINISHED BASEMENT - 600 SQ. FT. DOOR TO BE 20 MINUTE FIRE RATED BETWEEN GARAGE & HOUSE. UNFINISHED BASEMENT -1117 SQ, FT. 3 CAR GARAGE - 707 SQ.FT. LIN, FT OF SOFFIT VENT x .067 =ATTIC VENTILATION PROVIDE PASSIVE RADON MITIGATION SYSTEM- PER DUBLIN AMMENDMENTS FRONT PORCH - 95 SQ. FT, ~ ,067 ~ HIMNEY T TERMINATE WITH SPARK ARRESTOR/CH]MMNEY CAP C 0 ROOF T1E DOWNS TO BE PROVIDED- PER DUBLIN AMMENDMENTS RIDGE VENT RIR + SOFFIT VENT AIR =TOTAL VENTILATION PROVIDED i ~ 1 of 9 I Yi r,1 i I - i - - - _ - - _---._1~---. . I~i I Il NOTE ® -INDICATES NON-STANDARD HEIGHT WALLS - RS NOTED. I ~,I RLL OTHER WALLS RRE 9'-1 1/8" HIGH. ii RLL STRUCTURAL HEADERS ARE 'i (2) 5 1/2" TIMBERSTRAND -UNLESS NOTED OTHERWISE. JOIST SPANS RRE BASED ON ~j 11 7/8" I-JOISTS BY TRUSJOIST BERMS ARE BASED TRUSJOIST "TIMBERSTRAND" i OR TRUSJOIST "MICROLRM" OR EQUAL, PER PLAN ii y a ;i 221.011 361_pll (UNLESS NOTED OTHERWISE) ~ ~ w w ' 1- II 1- 11 ~I II I II I- II 7 5 3 4 1/2 3-4 1/2 7-8 14 2 i H 'J Q~ 303O-FIXED 3060 3060 3060 9068-SL GL DR W Q ~ G 3030-FIXED 3030-FIXED (2) 1 3/4"x14" LVL HDR. P i i O Q~ ~ i _ 2x6 BALL i ~ ~ II M i ~ i F WALL ~ 16 0/ i C i~ 18'-2 7/8" HIGH ~ i q ~3 i q U STAIN GARDE _ TWO TIER b b m i o WAINSCOTING i ISLAND PER m RBOVE-TO CLG. , NOOK ALLOWANCE ~ i i i o ~ i ~ i _ i N O N ~ \ _ GREAT ROOM , RR ~ _ ~ ~ ~N ~ U ° m i ~ I i i ~ I 1QI-QII I- 11 II V 2 I I 8 8 i KITCHEN ~ -BEN ~ ao ~ C 0 o ~ I 11 1 11 I I ~'I ~a .3'-0' iv ~ 1-9 ~ 3-6 3'-S" 13-0 N ' DESK PER i ' 3'-6" 9'-21/2" ~ ~ RLLOWANC ~ ~ oz I .I i 6-10 i i I i 3" ADJ, STL. aus i COLUMN (TYPJ ~ ~ ~ ~ i i ~ N N - ~ BUILT-IN ' ~ ~ - J PER ~ ~ = ALLOWANCE I .I 2" _ ~ ~ 2 -4 oc - - - 2868 SRO oI m 0 o PWDR, o W12x26 (2) 1 3/4"`~ 2468 iv m V ~ - - - - - in I II x 9 1/4" b ¢ 19 -11 LONG o ~ ~ w LVL HDR in z m oc 286$ 2868 w - ~ ~ o ~ PRE FRB ~ o z °D -41/2 - DN PINE G` _ I o ~ is x DINING ROOM ~ M m o ~ ~ 3 CAR m it ~ - N ~ 2 PIECE CROWN ~ m ro z GARAGE ~ 3 LAUNDRY N FAUX WAINSCOTING iv ~ H ~ N ~ DROP FROM ~ r :-a - ABOVE cn N I m 1 I ~ O I II I II I II ~ 6 8• i ~ N RAILING 3 -0 7 -4 3 0 ~ 3' 0" 1 H 21-pll I-pl ~ ~ ~ - WALL HGT, ~ I II LAUNDRY ~ - - - , ~ ~ 10 -3 1/4 ~ _ , ~ ~ bo 7468 SRO - ~ ( II I II i - ,Wi 6 39 ~ o (2) 1 3/4 11 2 2" x 1/ L _ _ _ J T.S. HDR. fV ~ ~ 0 31-rJll fV fi °o ~ 1 W 2x26 ~ - - - - - 1 II fV m ~ ¢ 21-11 LONG in BOOKS EL I H VES - w m o z PER ALLOWANCE o I,I ~ ~ c~ FOYER ~ ~lo z ______________N_ xz LIVING ROOM 0 rn ~ 0 ~ ~ ~ ~ ' 2 PIECE CROWN ~:i ~ _ : N PAIR :2x6 BRLLON FRAME ~ m N GLASS N ~ ~ c~ ~ WALL @ 16 O/C ~ II _3 ~ 8 ROUND 00 1 II ~ ~ 18-2 7/8 HIGH I ~ COLUMNS I 21'-8 1/2" 131_ co II 11 O 4 8 1 13-4 io ~ W r 1 N 2668 3~~ - NW o STUDY TEMP ' TEMP OOH N 3060 3060 STAINED TRIM m J O 3060 3060 ~ 10" DIA. in RND TUSCAN ~ I COLUMNS i ' TWIN-3060 I I ii A-A 1 1/ II I II 1 II 1 II 0 2 63 72 7 7' 6 1/2" iii 61-pll q pl_pll 1- II I II 1 I _ 1 6 I 1 II 1 1/ p - I II I I - - - - 70 70 40 681/2 72 4 1 1/2 4'-1 1/2" 221-p11 141-p11 22'-0" I II F, 8- 5 0 << < ~ a~ ~r~ : _ 1~ f f:~ ~ ~ ~ ~ , E~ ~ ~ ~~~R r r SCALE; 1/4"=1'-0" i bd~ 3 of 9 i i i i i i _1- - NOTE; ® - INDICRTES NON-STRNDARD HEIGHT WRLLS - AS NOTED, RLL OTHER WALLS ARE 8'-1 1/8" HIGH, ALL STRUCTURRL HEADERS RRE (2l 5 1/2" TIMBERSTRRND -UNLESS NOTED OTHERWISE, JOIST & BERM SIZES ARE BRSED 11 7/8" I-JOISTS BY TRUSJOIST BEAMS ARE BASED TRUSJOIST "TIMBERSTRRND" ~ OR TRUSJOIST "MICROLAM" OR EQURL~ PER PLRN ~ W (UNLESS NOTED OTHERWISE) ~ I II I II I II w 22 -0 27 -4 8 -8 i 8'-8.. U1 T-5" 3'-41/2" 3'-41/2" 7'-8" 5'-6" 4'-10" 3'-10" 3'-10" H W 3050-F XED 3050-F XED TWIN-3050 EGRESS i Q 3050-FIXED o O I i S TTING 2x6 WALL 1 PIECE CROWN 0 FROM BELOW EGRESS 3050 ESS 3050 ~ U i 0 15'-6" 19'-4 1/2" o w m x m I tL ~ OPEN TO BELOW o w o N x H R-R MASTER BEDROOM O m 1 PIECE CROWN m in o w m x H LL d' •-I I o I ! D m I ti~ I WROUGHT IRON I RATLING 5'-4" 0" 15'-81/2" I I H I ° I ~ I a~Z I 6 ' ~ti 1R/1S c00n I ~ 0 I ~ ~~~0 Cr~~ O r----- N I ~ ~ QQ I o~ ww I I ti ~ I fV I ~ ~ ~ i I 'C- -~T ~ "y~ ~I N IU NI ~XO ~ I I I H W I 6 N ATTIC ACCESS ~ ti I ~ I~XUI a 18'-9 1/2" ~ 2668 ~ ~ I I Q ~ I TUB T-4 1/2" 5'-g" ~ ' ~ ACCESS ~ I m , _ DBL. WALL d o I ~ (V - ~ o O _ ~ ao DN I 3'-11" BONUS ROOM ~ 1R/1S LAUNDRY 16 R MSTR BATH , d' Q N I WIC 1_ II ~ cn CHUTE I 4 0 NTH ~ N I i I ' o WdC I ~ ~ ~ I ~ in ° in r • o ~ in I ~ ~-11" ~ I x ° a r^ 2468 ° I WOOD I o ~ N I o 0 1_ II I_ II RAI NG ~ ~ - - - - - HW - ~A 1 10 1 7 m o ~ 1R/iS m m in z 13'_611 _ . H o J&J o ~ o 1R/1S ~ 1R/1S , 3 5-6 BATH ~ m ~ ~ (V ~Y N ~ N I 12" SEAT 0 7 11 2.0 N o~ ' ~ I ~4 ~ I 6g I II PRVT BATH , ~ , WIC 4 -10 4'-10" 4„ 41_D11 ~ I N N 2468 \ ~A6 8 II II ~ (2) 1 3/4 x 1 7/8 ~'~1 ~ c~, I HDR dS ti`0 I ~ I BEDROOM 2 I ?ROOM 2 N BEDROOM 3 r-I i ~ N I (V ~ r~-~I ~ o ~ OPEN TO ~ I ~ ~ o , ~ BELOW I ~ , m o I ~ I- II ~ I II I- II 134 8-1 134 ~ M o w m I i I I 2x6 WALL N w I FROM BELOW - w m TWIN-2450 ~ O 3050 EGRESS ~S ~ ~ 0 0 m LN EGRESS 3050 71-p1 l 71-pll 1[I-pll 71-pll ~'-Qu ~ U JJ T-10" 6'-4" T-10" 14'-0" 22'-0" ~ 58'-011 it I A-A ;tF , ti s , t D i SECOND FLOOR PLAN ~~J~ ~~o~~ =-J~' 4 of 9 i i i Y _ _ _ _ _ _ 1L i i 10'-0" I 24 RIDGE VENT 12 o N ~ CULTURED 7 STONE CHIMMNEY ~ w 12 W/ 1x8 OVER 2x6 WOOD 12 'i 10 CRP F~ 12' RIDGE VENT 10 w 12 ,n~~ ~ 4' RIDGE VENT STUCCO sTUCCO ~ 12 1x8 FASCIA x8 FASCIA 12 1x6 FRIEZE 1x6 FRIEZE 10 W ~ 10 W ~i I Q 1x8 FASCIA ~ 1x6 FRIEZE 1X6 0 TRIM 1x6 ti 1x6 1x6 E"'{ ~i 1x6 TRIM TRIM o TRIM ~ TRIM co ~ STUCCO U ii HRRDi-PLANK SHAKES ~ m ~T~ STUCCO W r~ 1x6 ~ ~ V TRIM STUCCO M I 1x6 1x6 1x6 1x6 ~ W TRIM TRIM ~..~n.~ TRIM ~r~ rix, 1x6 'i ~ ~ TRIM ~I . ~ r a u Y ~ . ~ _ _ _4, r ~ ~ r ~.r". ~ r r`.`-~r r~ ~ r~ ~ r r~-r°~ r--~ v ~Y v ~-~"r~r ~ r ~r ~ rv r Yv au,~ 2._0.. CULTURED 2'-O" 2'-p" ' STONE CULTURED CULTURED STONE EAR ELEVATION CULTURED WATERTRBLE STONE WATERTABLE WATERTRBLE SCALE, 3/16 - ALE; 3/16"=1'-0" STONE WRTERTRBLE SCALE; 3/16"=1'-0" V I ~ ~v~~~~~Q 1 ~ ~ o Q~ 4' RIDGE VENT ~ I f~ ~ ~JQ ~J,/ ~ ;o ~ f r"~ ` ~ , ~ ~~w, ; N,~% 'l pr, C ~ Y'v I R y'J k , 2PQQ~ 12 ~ ~ ~ r~ ~ ~ P QQfs p`' 3 ~r ...U r~3 I`AJ COMPOSITION SHINGLES { a ~ f4A "1 Q~a~~O I P 10 ~ 30 YERR-TRUE DIIMENSIONRL-250: PER SOURRE-MAX 5 5/B" EXPOSURE V~ i tir-, ~ . ~ ~ 20' RIDGE VENT ~T 12 _ i 12 l~ 12 a~J~ 10 _ ~ 12 ~ 10 ~Q 10 12 1x8 FASCIA ^ l c 7 10 y HRRDI-PLRNK~~ 1x6 FRIEZE V,/ 'I""1 _ SHAKES ~ _ ~ .m i. _ ~ ~ t 1 ~ ~ _ _ ~~`1. ~11~ C ~ I. 12 ~ ~ ~i - 1x8 FRSCIR ~ ~ 1x6 FRIEZE - ~i 8 RIDGE VENT 12 1x8 FRSCIR ~I ~ 1x6 FRIEZE ~ ~ p ~ i 7 ~_o ~ p4 I ~ ~ ~ ~ 1. ~ _ ~ ~ ~ STUCCO ~ ~ ~ 1x6 ~ 1~ _ 'TRIM . ~ - HARDi-PLANK 1x6 ~~~~Cy TRIM ~ I' SHAKES STUCCO ~ ~ r i~ STUCCO ~ ,~1~~_ - y( III I ~ ? 1~~ ~ ! ~ 18" WIDE STUCCO 6~~1~C~C C-1~ BOARD & BATTEN SHUTTERS _ ~ . ~ ~ ~I 1x8 TRIM W/ 2x2 CAP ' (TYPJ ~ ~c`_ . ~ ~ ~ ~ i I - ~ x ~ S - I a ~ ~I ~ ~ I ~ r~ WOOD y ~ ~ ~ c r BRACKETS ~~'~`l~ ~ ~ C" _ , .I E v r s"" r r s r r r r r r r r fY °Y ~""Y 16'x8' STEEL OVERHEAD DOOR 8'x8' STEEL OVERHEAD DOOR CULTURED ~'i STONE 2'-0" CULTURED 10" DORIC STONE COLUMNS 2'-O" VENEER CULTURED _ CULTURED STONE ~ STONE WATERTABLE LEVATION VENEER CULSTON~ WATERTABLE SCALE: 1/4"=1'-0" VENEER 5 of 9 SCALE; 3/16"=1'-0" II i i ~ - - - - - - I, - - - - - - _ I I'i NOTE; FLOOR JOISTS RRE 11 7/8" I-JOISTS BY TRUSJOIST OR EQURL RT 16" O/C FLOOR FRAMING SHOWN II HELD IN 1/2" C~ PERIMETER I , u 57 -11 W 19 11 1/2 ~ I W Q I I I I o I HEN 16" O.C. 16" 12" 20" I " 12" 20" ~ 0 I J I , I J I I oo I ~ I ~ U I m I ~ d. I ~ X ~ ~ I ~ J I m i, ° I o0 i ~ I ~ ~ W C7 I N ~ N I I I ~ I X I d' d. i ~ ~ I m m I N I m i I ~I I P~ I titi ~ ~ ~ I ~ _ ~ gl ~ ~ - - I ti Fv - - au,~ ; , \I ~I ~ I ~ (2) 1 3/4"x 11 7/8" ~ ~ i I~ ` ~ ~ I LVL FLUSH BEAM , I - - _ - _ -1 ~ - - ~ - I ~ 111 - ~ Q~ ,,~,I ~ \ ~ o ~ Y ~ ~ I~ \ ~ II ~ yl _ - - - ~ N I / ~ - - - a - - - - - J I' U ,J 3!4'- 51.61 ~I - - ~ 37 Z 13'-11" Z H ~ - ~ in t I ? I I _ ~ i I I _ o0 0 i I I ? ~ IL ~ I I j Z - - - - i I I J ~ ~ ° `t \ / i I o i I- X~ \ / W L _ J oD (n . l~ W ~ ~ i i m m \ c~c i ~ ~ ~ ,r-t `-1 ~I I X I I f I I ' ~ N - - .,I I , 1 ~ ~ (V `i - ~ ~ ,I I ~i_~ (V - - - - - i ~ I I .-a , - - - , j a• ~ - - I W ~ ~ I ~ - - - - - - - - - 1 I O ~ I I I ~ \ tV I ~ ~ I \ I ~ I O \ i I ~ I n , ~1I N (2) 1 3/4" I x1178 I 0 LUL FLUSH BEM I 00 o I ~ I o~ ~ fD I i ~ i I - - - - - - - - - - - - - - L - ~ o I I ~ li (D I I o ~I ~I~ II 1 II I II I 7 10 6 -3 3 -7 1/2 4 -3 1/2° 13'-11" I- I~ 8 1 13 -11 n;~~ ~OOR FRAMING PLAN ~ 'i SCRLE; 1/4 -1 0 ~~6~ 4 ~I I _ i I o~ r C1 12 r 7 ~ C2 I 00 m # < ~ ~ ~ ~ ~ ' l' ~ I a _ o y E~, 12 N 12 7~ i N 16'-0" 10 ~ ~ o w 6 1/2" 6 1/2" TAIL s'-4" TAIL 101/2" O ~ ~ TAIL Z 2" 0 1 .H. 8 O,H, n 3.H. U1 II = - - - W I I I ~ Q I I II K T-11 1/2" ~ I I II ~ I III 12" O.H. 2x10 OVERLAY RAFTERS I III ).H. 31/2.. cv Q ~ ii AT 24" 0/C W/ 2x12 I GIRDER I u u II u I u ui ~ y-- L-- 4 RIDGE .u - - 4 1-~ I U I I ~ 12 ~ ~ O I - I I ~ 0 10 (V H I J-~ I I I I ~ I I 0 t~ 'i I I ~ 10 1/a 12 u 12 O,H. ~ TAIL I I ~ 1'-5 1/4" 10 ' I I i ' -rr I II I i cO u I u I i ~ i - ~t J u I II I i ~ m IW ' II I II I auZ ~ 10 1/2" 10 1/2" u A5 I I I TAIL 14'-0" TAIL II i 6 A I -r I ~ 12 I I I ~ 6 I C2 II W I ' I O I ' u ~ I ~ I 0 I A2 ~ 31/2" 12 ~ ~ II I I p A4 G ~ TAIL 4'-4" ~ 5 ~ ~ II R1 - II I O ~ ' I II - I I 11 A3 I i I 10 1/2 ~ ~ 4._0.. TAIL u oc 4 i ' n o C1 " °L 4`. ~ ~ A3 II A5 A6 I 12 ' I ~ III I w II I ~ I H III I 1 III I 10 ' III A2 ~o g k I I 0 ~ u Al ' III I ~ cd ' i III . J - Q~ ~ nl ' I - - - ~ mW ~ ~ - - - - - I - - - lil I III ~ _ I 101/2" 27.4 101/2" ' _ ' III I ~ TAIL ~ TAIL ~ ~ - III I ' u I ~ ~ ~ III I = I I II , I . i i II I 2x6 OVERLAY RAFTERS r"~ M I c ' III I ~ AT 24" 0/C W/ 2x8 w RIDGE I I i I , - -14 F, III :i::::iiii: ::::i :i::::i:::::::: :ii::i:i::::i:::i::: i:;i:i:i ....ii iiii~. iii:. ~ i ~~c~ ~ ~ ~ ~ n d O I GIRDER FF = 1== II 4u H II III 12 O.H. I I III k~ . ~ l n I it 12" O.H. I I II I FF=====------ ==~1=° ~ 2x8 OVERLAY RAFTERS I ~ AT 24 0/C W/ 2x10 I I I RIDGE I - - - A2 ~ ~ D~ _ I ~ t - - - - - - - - - - - - - ~ C~ ~ ' 4" O.H, 4~~ O.H. R3 ~ , a~°~ I ' 8" O.H. R4 ~ 00 ' 2x10 RAFTERS R5 R5 ROOF FRAMING PLAN R6 SCALE 1/4"=1'-0" 12 s ~ 12 - - ~ 7 ~ m 10 'i i ' 10 1/2.. 1 " 0 v2 ~ 10 1/2" TAIL TAIL TAIL 2-4 1/ X2'-0" N 9 of 9 i I I II I', PERMIT :NUMBER: CITY OF DUBLIN o-4 - i 50 (o DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: 501 Reviewer: e PP top. Address: Date: 57 38 io - 18. U 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. v 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. ? 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). ? 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. ? 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number: 2 9 D q 9C010SC Effective Date: 08 . O ~t • 9 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: I 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. 0 i, ev,nn^ I-----' .l..,..- LANDMARK SURVEY GG3OMP9 NCORPOo RQTGD 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 • ORDER NO. 3613-07-C DATE: 9/18/07 FOR TRUBERRY GROUP HOUSE STYLE CUSTOM LOT/SUBDIVISION 501 BALLANTRAE SECTION 6 PART 1 ? CITY/TWP OF DUBLIN ADDRESS GLENDAVON PLACE ? SCALE 1 30' ? DRAWN BY: BKG P.B. 108 PAGE 91-92 V Screen Ali Mechanical UnitS MINIMUMS: R: 25' (30' GOLF COURSE) FROM PUBLIC R i.W. S: 7' SIDE 15' TOTAL CALL PLANNING nI'VOON LOT 214 N V/ V/ TC=935.31 TC=934.81 EX. CATCH BASIN EX. CATCH BASIN JO a a 45.661 935.0 / ^ N 65.19' J 6.5 ? I W g .1 93 .6 Q 936.5 25' NO BUILD ZONE LLI a I In 30' NO BUILD ZONE < L11 (0 0) 1 ~ GCOMPtIANCE I Z m EN GMT]M City of Dublin 1 a APPROVED 10 AS NOTED I Q ep 10 1$~ Q7 LOT 501 ? I 10 ~M a / 36.00' 1 t_ 0 1 O v r M m i0 V A C PAD n p / rM LOT 500 V/ °i 4 ° I W -t _0 N 22.00' I LOT 21 3 m Z 32.00' I A D RESIDENCE PRDR~EED B 994i 0 Ln ? jj n _ ar-•¢1 t «t~g° 9® ~ BASE=932.9 , Ae e • { L. L« • t~. e M I C f ® 20.00' ~2 r a 1r S X ? 22.00' rri --q*'1 -C(1 `b~ V C 4. tri 36.00' I ? D < t- 5 25' B/L 94 .0 ( F937.7 rT, ~D Sheet Trees quired - - - - - - - - z 1-1 Co 0 CALL CITY FOREST BEFORE V/ 0-m `i JEO ER TAP ° ~ n ORDER AND i~~. '1:! ATW'r EX. SAN. MH oN 20' ESMT. M S =927.50 m m TC=938.4 (RECONSTRUCTED) rn Sftc)c 938.5 110.00' ~,7 - - - - - 2' SIDEWALK ES . - - - 4' WALK Bikepath/Sidewal Required ? WATER TAPY 71 CALL INSPECTION LINE TO I1C S cD l _ ;N SPEC 7jC)". 1. 70 GLENDA VON PLA CEEgY CERTIFY THAT THE Tree Protection Franc 1g GRADE ELEVATIONS SHOWN ON LOT AREA=15328.7 SO. Fr. MU'ST FIE 'NS'f E j ' THIS PLOT PLAN ARE THE HARDSCAPE AREA=3689.6 SO. FT. PRIOR i ,,lA t r "'Nv J';lf+ )t l N. REMAINDER- 11639.1 SO. Fr. CAL PERCENT COVEREAGE=24.1 76 { AyN;N ~i r;;j~1 ,a NSFr ,'ION RESULT OF AN "AS BUILT" SURVEY NOTE: BUILDER TO MAINTAIN EROSION CONTROL-,/ PERFORMED ON ~EOFO NOTE: BUILDER IS TO PROVIDE ? ~~~~~P H/o i TREE PROTECTION DURING ALL PHASES OF CONSTRUCTION. SCOTT I ' NOTE: WATER SERVICE SIZE _ -'4" v : * ? D THIS PROPERTY IS LOCATED IN - = GRUNDEI _ SURVEYOR OR BUILDER SIGNATURE -DATE = S-8047 0 FLOOD ZONE X ? O.~ WE WAS COMMUNITY 39049C ~P PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA ? ONAL S~~ OBTAINED FROM ENGINEERED SUBDIVISION PLANS. THIS PLOT PLAN IS PANEL 01086 ? EFF. DATE 8/2/1995 ? '~~t?tllllt"" TO BE USED BY THE CLIENT FOR THE SOLE PURPOSE OF OBTAINING A BUILDING PERMIT. THE USE OF THE PLOT PLAN FOR ANY OTHER REVISIONS DESCRIPTION USE IS STRICTLY PROHIBITED. 9/,8/07 SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 bIINIMUNI YARD TREES REQUIRED ON ALL STREET FRONTAGES Lot Width Front Bldg Setback Tree Size and Quantity Up to 59.9 feet Less than 20 feet I small tree 20 feet or more I medium tree 60-90.9 feet Less than 20 feet I medium tree + I small tree 20 feet or more I large tree + I medium tree 91 feet or more Less than 20 feet 1 large tree + 2 trees of an size 20 feet or more 2 lar a trees + I tree of an size - _ i i _ _ - _---..______._~_____._._.._.__.___._.__._______:__.e_~.._ _ _ i ~ f i _ _ _ _ _ u~._._ _ ~ ,1 rJ'~ .11 --._e.e- - ~~t 17 ~r , ~ w ~»r~. t n~ . I I 177 ~i"7-Tl~~"i - 771 t7` II~~ 7~~ t E ip i~~ ~`C'~"~' f ~'ri I 77C fC ~7T~i .117 CE r ~i~~T'r7`~I, V~ 1u 7 i ~ h~l i ~ ~ w ~ ~ ~ Q Q Y l 4r ~ 'S 4w~- rE~:~y. r~r r~-~'er` ~~~x~'ry e~-r-r` 7' ~ r~ r~--r~ r err ~ ~r r~a~ O FRONT ELEVATION ~ U WINDOW SCHEDULE -JELD WEN VINYL COLONIAL SERIES SINGLE HUNG E ER.AL TE G N NO S ROOM WINDOW GLAZING TOTAL REQUIRED EGRESS EGRESS CLEAR REQUIRD ACTUAL WINDOW LOC WINDOW LOCATION SO. FT. OUANITY SIZE TEMPERED PER UNIT GLAZING GLAZING WIDTH HGT. OPENING VENT VENT STRUCTURALMEMBERS ARE BASED ON THE FOLLOWING DESIGN CRITERIA: 40 LBS PER S .FOOT LIVE LOAD ALL LIVING AREAS Q STUDY STUDY 189 2 3060 NO 14.46 28,92 15.12 32.75" 32.2" 7,09 7,56 14.18 W 10 LBS PER S DARE FOOT DEAD LOAD ALL LIVING AREAS Q 40 LBS PER S UARE FOOT STAIRS Q DINING R( DINING ROOM 169 2 3060 NO 14.46 28,92 13,52 32.75" 32.2" 7.09 6.76 14.18 60 LBS PER SQUARE FOOT LIVE LOAD EXTERIOR BALCONYS 25 LBS PER SQ. FT ROOF LIVE LOAD LIVING R( LIVING ROOM 164 2 3060 NO 14.46 28,92 13.12 32,75" 32.2" 7.09 6.56 14,18 10 LBS PER S UARE FOOT ROOF DEAD LOAD Q 20 LBS PER S .FOOT LIVE LOAD EIL G JOI T C IN SS Q GRERT R( GREAT ROOM 336 3 3060 NO 14.46 118.58 26.88 32,75" 32.2" 7.09 13,44 25.99 80 MPH BASIC WIND SPEED HE - E E WEAT RING S V RE 1 2060 NO 9.6 20.75" 32.2" 4.72 TT ~ TERMITE -YES DECAY -YES SEISMIC -ZONE 1 3 FI~ED NO 12.0 N/R N/A N/R a~`L WINTER DESIGN TEMP - 3 de F g 1500 LBS PER S . FT. ASSUMED SOIL BEARING CAPACITY 3 3030 NO 7 2 _ N/R N/A N/A FIXED Q STRIP FOOTINGS ARE 16" WIDE X 8" TALL ESS NOTED UNL OTHERWISE i 2050 NO 8.0 - N/A N/A N/A n , V~/ FIXED COLUMN FOOTINGS ARE 30 X30 X 12 DEEP UNLESS NOTED OTHERWISE KITCHEN/Ef KITCHEN/EATING 363 2 1840 NO 8.29 36.07 29.04 30.73" 20.25" 4.58 14.52 22.25 CSMNT - ALL STRUCTURAL HEADERS ARE 2 2X6 #2 SPF E UNL SS NOTED OTHERWISE 1 6068 YES 13.89 31.5" 78.125" 17.67 SLGLDR FLOOR JOISTS ARE 117/8 DEEP I-JOISTS AT 16 O/C UNLESS NOTED OTHER E WIS B BEDROOM #2 165 2 3050 NO ' ` 11.83 23.6~~ ~ 13:2 ~ 32.75" 25.2" 5.73 6,6 11.2 n , EDROOM 230 SERIES TJUPRO SERIES AS MANUFACTURED BY TRUSJOIST ~ Vr/ D H~ 1 0 B EXTERIOR WALLS ARE BRACE WIT 7/ S STRUCTURAL SHEATHING BEDROOM BEDROOM ~3 204 1 3050 NO 11,83 11.8' . 16.32 ~ { 32,75" 25.2" ~ 5.73 8.16 5.6 ALL SURFACES. NO NON-STRUCTURAL F AM SHEATHING IS USED. BONUS RC BONUS ROOM 272 2 3050 NO 11,83 " 42,86 21,76 3275" 25.2" 5.73 10,88 20.9 ~ BEAMS ARE MICROLAM 1.9E BY TRUSJOIST OR TIMBERSTRAND L7lE BY TRUSJOIST AS INDICATED ON PLANS 2 2060 NO 9,6 20,75" 322" 4.72 MRSTER BE[ MASTER BEDROOM 294 3 3050 NO 11,83 41.87 23.52 32.75" 25.2" 5.73 11.76 17,19 CONCRETE SLABS IN BASEMENTS SHALL BE 2500 PSI. CONCRETE LA S BS IN GARAGE SHALL BE 3500 PSI AIR ENTRAINED CONCRETE OVER VAPOR BARRIE OVER BASE ~ 2 3014 NO 3,19 - N/R N/A N/A - FIXED COURSE, & A MINIMUM 3 1/2" THICK Wl MINIMUM 4" GRAVEL BASE. ~ #PROVIDE 6 t PROVIDE 6" MAKE-UP RIR DUCT TO FURNACE GUARDRAILS SHALL HAVE A HEIGHT OF 36" AT ALL STAIRS & ALL RAISED SURFACES MORE THAN 34" S7 B~ ~N ~ MU LANS PROVIDE LIG PROVIDE LIGHT FIXTURE CAPABLE OF PROVIDING 6 FOOT CANDLES AT 30" ABOVE FINISHED FLOOR PPRO~n p ABOVE ADJACENT GRADE OR FLOOR LEVEL. SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW THE ~ S, ~ PEGTION INS ALL PASSAGE OF A 4 SPHERE. SIjE FOR ~ ~ HANDRAILS SHALI, BE BETWEEN 34" AND 38" TALL, MEASURED VERTICALLY FROM THE NOSING OF THE LIST 0] TREAD. HANDRAILS SHALL NOT BE SPACED LESS THAN 1 1/2"FROM THE WALL, OR ANY OBSTRUCTION. LIST OF DRAWINGS LIGHT ~ VENTILATION ~ LL BE " THE HANDGRIP PORTION OF THE RAIL SHA NOT MORE THAN 2114 IN CROSS SECTION OR EQUAVALENT GRIPING SURFACE SHALL BE PROVIDED. 1 C ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN 1 COVER SHEET AGGREGATE GLAZING AREA NOT LESS THAN 8 PERCENT OF THE FLOOR RRER OF SUCH ROOMS. FRESH AIR ~ 2 F ~ ATTIC ACCESS OF 22 X30 MINIMUM SHALL BE PROVIDED TO ALL ATTIC SPACES OVER ~0 IN HEIGHT 2 FOUNDATION ALAN SHALL BE PROVIDED RT THE RATE OF 4 PERCENT OF ~ FIRESTOPPING SHALL BE PROVIDED AS TO NOT ALLOW DRAFT OPENINGS BETWEEN STORIES OR BETWEEN 3 F 3 FIRST FLOOR PLAN THE FLOOR RRER, UNLESS NOTED OTHERWISE. ~ THE TOP STORY AND THE ATTIC 4 S 4 SECOND FLOOR PLAN CRAWL SPACE VENTILATION, IF APPLICABLE SHALL BE O „ ~ CHIMNEYS SHALL EXTENT AT LEAST 2 -0 ABOVE ANY PORTION OF THE ROOF, WIT)KIN 10 -0 ,BUT SHALL S E NOT BE LESS THAN 3 -0 ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGIH THE ROOF. 5 ELEVATIONS PROVIDED BY MECHCRNICRL MEANS AT THE RATE OF 1.0 CFM FOR EACH 100 SQUARE FEET OF CRAWL SPACE. 6 S 6 SECTIONS & DETAILS SMOKE DETECTORS SHALL BE INSTALLED ON EACH FLOOR OUTSIDE EACH SLEEPIING AREA AND IN EACH 7 F 7 FIRST FLOOR FRAMING ATTIC VENTILATION SHALL BE PROVIDED RT A RATE OF SLEEPING ROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED WITH 110V AC AtND HAVE BATTERY 1 SQUARE FOOT OF FREE AIR TO EACH 300 SQUARE FEET 8 S BACK-UP. 8 SECOND FLOOR FRAMING OF ATTIC AREA, PROVIDED RT LEAST 50 PERCENT, BUT U O LESS THAN 80 OF THE TOTAL, REQUIRED VENTILATION IS 9 R ~ ALL BATHROOM EXHAUST FANS TO VENT DIRECTLY TO OUTSIDE AIR 9 ROOF FRAMING PROVIDED IN TH UPPER THIRD OF THE ROOF, 1 ALL CLOTHES DRY EXHAUSTS TO VENT TO THE OUTSIDE l( , j GFI OUTLETS TO BE INSTALLED IN ALL AREAS REQUIRED BY NEC 210-8 ANY WINDOW WITH A SILL HEIGHT OF LESS THAN 5'-0", THAT IS WITHIN 2'-0" OF A DOOR, IN THE CLOSED POSITION SHALL BE TEMPERED, ALL SHOWER ENCLOSURES AND WINDOWS IN THE TUB AREA SHALL ALSO BUILDING CODE ATTIC VENTILATION CALCULATION RESiDEN~ BE TEMPERED GLASS I For One. T RESIDENTIAL CODE OF OHIO HOUSE ATTIC SO. FT. ?.5~¢. For One. TwoandThree-Family Dwellings AVERAGE S0. FT. OF SOFFIT VENT 200b EDIT 200b EDITION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PROTECTED WITH A ;20 MIN. RATED DOOR WITH CIT WITH CITY OF DUBLIN AMMENDMENTS PER LINEAR FOOT OF SOFFIT .067 FACTORY BUILT FIREPLACE (IF INCLUDED) SHALL COMPLY WITH THE LISTINGS AND SPECIFICATIONS OF THE AVERAGE S0. FT. OF FREE RIR MANUFACTURERAND/OR THE LATEST ADDITION OF NFPA 211 PER LINEAR FT. OF RIDGE VENT .125 ~ RARE SHALL SLOPE AWAY FROM FOUNDATI A FINISHED G ON MINIMUM OF 6 IN THIS FIRST 10 -0 SO, FT. OF ATTIC x .0034 (1/300) =REQUIRED ATTIC VENTILATION ALL METAL FASTNERS, CONNECTORS & OTHER HARDWARE, IN DIRECT CONTACT W7 PRESERVATIVE TREATED LUMBER SQUARE FOOTAGE ~4, .0034 SHALL BE STAINLESS STEEL (TYPE 304 OR 316) OR BE GALVANIZED COMPLYING W/ ASTM A123 CONNECTORS AND ( ) A153 FASTNERS CLASS D STANDARDS FOR FASTNERS & HARDWARE. CONNECTORS & FASTNERS MUST BE OF THE SAME FIRSTFLOOR-1715 SQ.FT. LIN. FT. OF RIDGE VENT x ,125 =ATTIC VENTILATION ( ) MATERIAL TORESIST ELECTRO-GALVANIC ACTION. SECOND FLOOR -1752 SQ.FT, i MME DME T DUBLIN A N N S 3467 SQ.FT. ~ .125 ~ THE GARAGE AND RESIDENCE AND ATTIC SHALL BE SEPERATED BY 518" TYPE X GY'P. BD. FINISHED BASEMENT - 600 SQ. FT. DOOR TO BE 20 MINUTE FIRE RATED BETWEEN GARAGE & HOUSE. UNFINISHED BASEMENT -1117 SQ, FT. 3 CAR GARAGE - 707 SQ.FT. LIN, FT OF SOFFIT VENT x .067 =ATTIC VENTILATION PROVIDE PASSIVE RADON MITIGATION SYSTEM- PER DUBLIN AMMENDMENTS FRONT PORCH - 95 SQ. FT, ~ ,067 ~ HIMNEY T TERMINATE WITH SPARK ARRESTOR/CH]MMNEY CAP C 0 ROOF T1E DOWNS TO BE PROVIDED- PER DUBLIN AMMENDMENTS RIDGE VENT RIR + SOFFIT VENT AIR =TOTAL VENTILATION PROVIDED i ~ 1 of 9 I Yi r,1 i I - i - - - _ - - _---._1~---. . I~i I Il NOTE ® -INDICATES NON-STANDARD HEIGHT WALLS - RS NOTED. I ~,I RLL OTHER WALLS RRE 9'-1 1/8" HIGH. ii RLL STRUCTURAL HEADERS ARE 'i (2) 5 1/2" TIMBERSTRAND -UNLESS NOTED OTHERWISE. JOIST SPANS RRE BASED ON ~j 11 7/8" I-JOISTS BY TRUSJOIST BERMS ARE BASED TRUSJOIST "TIMBERSTRAND" i OR TRUSJOIST "MICROLRM" OR EQUAL, PER PLAN ii y a ;i 221.011 361_pll (UNLESS NOTED OTHERWISE) ~ ~ w w ' 1- II 1- 11 ~I II I II I- II 7 5 3 4 1/2 3-4 1/2 7-8 14 2 i H 'J Q~ 303O-FIXED 3060 3060 3060 9068-SL GL DR W Q ~ G 3030-FIXED 3030-FIXED (2) 1 3/4"x14" LVL HDR. P i i O Q~ ~ i _ 2x6 BALL i ~ ~ II M i ~ i F WALL ~ 16 0/ i C i~ 18'-2 7/8" HIGH ~ i q ~3 i q U STAIN GARDE _ TWO TIER b b m i o WAINSCOTING i ISLAND PER m RBOVE-TO CLG. , NOOK ALLOWANCE ~ i i i o ~ i ~ i _ i N O N ~ \ _ GREAT ROOM , RR ~ _ ~ ~ ~N ~ U ° m i ~ I i i ~ I 1QI-QII I- 11 II V 2 I I 8 8 i KITCHEN ~ -BEN ~ ao ~ C 0 o ~ I 11 1 11 I I ~'I ~a .3'-0' iv ~ 1-9 ~ 3-6 3'-S" 13-0 N ' DESK PER i ' 3'-6" 9'-21/2" ~ ~ RLLOWANC ~ ~ oz I .I i 6-10 i i I i 3" ADJ, STL. aus i COLUMN (TYPJ ~ ~ ~ ~ i i ~ N N - ~ BUILT-IN ' ~ ~ - J PER ~ ~ = ALLOWANCE I .I 2" _ ~ ~ 2 -4 oc - - - 2868 SRO oI m 0 o PWDR, o W12x26 (2) 1 3/4"`~ 2468 iv m V ~ - - - - - in I II x 9 1/4" b ¢ 19 -11 LONG o ~ ~ w LVL HDR in z m oc 286$ 2868 w - ~ ~ o ~ PRE FRB ~ o z °D -41/2 - DN PINE G` _ I o ~ is x DINING ROOM ~ M m o ~ ~ 3 CAR m it ~ - N ~ 2 PIECE CROWN ~ m ro z GARAGE ~ 3 LAUNDRY N FAUX WAINSCOTING iv ~ H ~ N ~ DROP FROM ~ r :-a - ABOVE cn N I m 1 I ~ O I II I II I II ~ 6 8• i ~ N RAILING 3 -0 7 -4 3 0 ~ 3' 0" 1 H 21-pll I-pl ~ ~ ~ - WALL HGT, ~ I II LAUNDRY ~ - - - , ~ ~ 10 -3 1/4 ~ _ , ~ ~ bo 7468 SRO - ~ ( II I II i - ,Wi 6 39 ~ o (2) 1 3/4 11 2 2" x 1/ L _ _ _ J T.S. HDR. fV ~ ~ 0 31-rJll fV fi °o ~ 1 W 2x26 ~ - - - - - 1 II fV m ~ ¢ 21-11 LONG in BOOKS EL I H VES - w m o z PER ALLOWANCE o I,I ~ ~ c~ FOYER ~ ~lo z ______________N_ xz LIVING ROOM 0 rn ~ 0 ~ ~ ~ ~ ' 2 PIECE CROWN ~:i ~ _ : N PAIR :2x6 BRLLON FRAME ~ m N GLASS N ~ ~ c~ ~ WALL @ 16 O/C ~ II _3 ~ 8 ROUND 00 1 II ~ ~ 18-2 7/8 HIGH I ~ COLUMNS I 21'-8 1/2" 131_ co II 11 O 4 8 1 13-4 io ~ W r 1 N 2668 3~~ - NW o STUDY TEMP ' TEMP OOH N 3060 3060 STAINED TRIM m J O 3060 3060 ~ 10" DIA. in RND TUSCAN ~ I COLUMNS i ' TWIN-3060 I I ii A-A 1 1/ II I II 1 II 1 II 0 2 63 72 7 7' 6 1/2" iii 61-pll q pl_pll 1- II I II 1 I _ 1 6 I 1 II 1 1/ p - I II I I - - - - 70 70 40 681/2 72 4 1 1/2 4'-1 1/2" 221-p11 141-p11 22'-0" I II F, 8- 5 0 << < ~ a~ ~r~ : _ 1~ f f:~ ~ ~ ~ ~ , E~ ~ ~ ~~~R r r SCALE; 1/4"=1'-0" i bd~ 3 of 9 i i i i i i _1- - NOTE; ® - INDICRTES NON-STRNDARD HEIGHT WRLLS - AS NOTED, RLL OTHER WALLS ARE 8'-1 1/8" HIGH, ALL STRUCTURRL HEADERS RRE (2l 5 1/2" TIMBERSTRRND -UNLESS NOTED OTHERWISE, JOIST & BERM SIZES ARE BRSED 11 7/8" I-JOISTS BY TRUSJOIST BEAMS ARE BASED TRUSJOIST "TIMBERSTRRND" ~ OR TRUSJOIST "MICROLAM" OR EQURL~ PER PLRN ~ W (UNLESS NOTED OTHERWISE) ~ I II I II I II w 22 -0 27 -4 8 -8 i 8'-8.. U1 T-5" 3'-41/2" 3'-41/2" 7'-8" 5'-6" 4'-10" 3'-10" 3'-10" H W 3050-F XED 3050-F XED TWIN-3050 EGRESS i Q 3050-FIXED o O I i S TTING 2x6 WALL 1 PIECE CROWN 0 FROM BELOW EGRESS 3050 ESS 3050 ~ U i 0 15'-6" 19'-4 1/2" o w m x m I tL ~ OPEN TO BELOW o w o N x H R-R MASTER BEDROOM O m 1 PIECE CROWN m in o w m x H LL d' •-I I o I ! D m I ti~ I WROUGHT IRON I RATLING 5'-4" 0" 15'-81/2" I I H I ° I ~ I a~Z I 6 ' ~ti 1R/1S c00n I ~ 0 I ~ ~~~0 Cr~~ O r----- N I ~ ~ QQ I o~ ww I I ti ~ I fV I ~ ~ ~ i I 'C- -~T ~ "y~ ~I N IU NI ~XO ~ I I I H W I 6 N ATTIC ACCESS ~ ti I ~ I~XUI a 18'-9 1/2" ~ 2668 ~ ~ I I Q ~ I TUB T-4 1/2" 5'-g" ~ ' ~ ACCESS ~ I m , _ DBL. WALL d o I ~ (V - ~ o O _ ~ ao DN I 3'-11" BONUS ROOM ~ 1R/1S LAUNDRY 16 R MSTR BATH , d' Q N I WIC 1_ II ~ cn CHUTE I 4 0 NTH ~ N I i I ' o WdC I ~ ~ ~ I ~ in ° in r • o ~ in I ~ ~-11" ~ I x ° a r^ 2468 ° I WOOD I o ~ N I o 0 1_ II I_ II RAI NG ~ ~ - - - - - HW - ~A 1 10 1 7 m o ~ 1R/iS m m in z 13'_611 _ . H o J&J o ~ o 1R/1S ~ 1R/1S , 3 5-6 BATH ~ m ~ ~ (V ~Y N ~ N I 12" SEAT 0 7 11 2.0 N o~ ' ~ I ~4 ~ I 6g I II PRVT BATH , ~ , WIC 4 -10 4'-10" 4„ 41_D11 ~ I N N 2468 \ ~A6 8 II II ~ (2) 1 3/4 x 1 7/8 ~'~1 ~ c~, I HDR dS ti`0 I ~ I BEDROOM 2 I ?ROOM 2 N BEDROOM 3 r-I i ~ N I (V ~ r~-~I ~ o ~ OPEN TO ~ I ~ ~ o , ~ BELOW I ~ , m o I ~ I- II ~ I II I- II 134 8-1 134 ~ M o w m I i I I 2x6 WALL N w I FROM BELOW - w m TWIN-2450 ~ O 3050 EGRESS ~S ~ ~ 0 0 m LN EGRESS 3050 71-p1 l 71-pll 1[I-pll 71-pll ~'-Qu ~ U JJ T-10" 6'-4" T-10" 14'-0" 22'-0" ~ 58'-011 it I A-A ;tF , ti s , t D i SECOND FLOOR PLAN ~~J~ ~~o~~ =-J~' 4 of 9 i i i - - - Y - - - - _ _ _ _ _ _ 1L i i 10'-0" I 24 RIDGE VENT 12 o N ~ CULTURED 7 STONE CHIMMNEY ~ w 12 W/ 1x8 OVER 2x6 WOOD 12 'i 10 CRP F~ 12' RIDGE VENT 10 w 12 ,n~~ ~ 4' RIDGE VENT STUCCO sTUCCO ~ 12 1x8 FASCIA x8 FASCIA 12 1x6 FRIEZE 1x6 FRIEZE 10 W ~ 10 W ~i I Q 1x8 FASCIA ~ 1x6 FRIEZE 1X6 0 TRIM 1x6 ti 1x6 1x6 E"'{ ~i 1x6 TRIM TRIM o TRIM ~ TRIM co ~ STUCCO U ii HRRDi-PLANK SHAKES ~ m ~T~ STUCCO W r~ 1x6 ~ ~ V TRIM STUCCO M I 1x6 1x6 1x6 1x6 ~ W TRIM TRIM ~..~n.~ TRIM ~r~ rix, 1x6 'i ~ ~ TRIM ~I . ~ r a u Y ~ . ~ _ _ _4, r ~ ~ r ~.r". ~ r r`.`-~r r~ ~ r~ ~ r r~-r°~ r--~ v ~Y v ~-~"r~r ~ r ~r ~ rv r Yv au,~ 2._0.. CULTURED 2'-O" 2'-p" ' STONE CULTURED CULTURED STONE EAR ELEVATION CULTURED WATERTRBLE STONE WATERTABLE WATERTRBLE SCALE, 3/16 - ALE; 3/16"=1'-0" STONE WRTERTRBLE SCALE; 3/16"=1'-0" V I ~ ~v~~~~~Q 1 ~ ~ o Q~ 4' RIDGE VENT ~ I f~ ~ ~JQ ~J,/ ~ ;o ~ f r"~ ` ~ , ~ ~~w, ; N,~% 'l pr, C ~ Y'v I R y'J k , 2PQQ~ 12 ~ ~ ~ r~ ~ ~ P QQfs p`' 3 ~r ...U r~3 I`AJ COMPOSITION SHINGLES { a ~ f4A "1 Q~a~~O I P 10 ~ 30 YERR-TRUE DIIMENSIONRL-250: PER SOURRE-MAX 5 5/B" EXPOSURE V~ i tir-, ~ . ~ ~ 20' RIDGE VENT ~T 12 _ i 12 l~ 12 a~J~ 10 _ ~ 12 ~ 10 ~Q 10 12 1x8 FASCIA ^ l c 7 10 y HRRDI-PLRNK~~ 1x6 FRIEZE V,/ 'I""1 _ SHAKES ~ _ ~ .m i. _ ~ ~ t 1 ~ ~ _ _ ~~`1. ~11~ C ~ I. 12 ~ ~ ~i - 1x8 FRSCIR ~ ~ 1x6 FRIEZE - ~i 8 RIDGE VENT 12 1x8 FRSCIR ~I ~ 1x6 FRIEZE ~ ~ p ~ i 7 ~_o ~ p4 I ~ ~ ~ ~ 1. ~ _ ~ ~ ~ STUCCO ~ ~ ~ 1x6 ~ 1~ _ 'TRIM . ~ - HARDi-PLANK 1x6 ~~~~Cy TRIM ~ I' SHAKES STUCCO ~ ~ r i~ STUCCO ~ ,~1~~_ - y( III I ~ ? 1~~ ~ ! ~ 18" WIDE STUCCO 6~~1~C~C C-1~ BOARD & BATTEN SHUTTERS _ ~ . ~ ~ ~I 1x8 TRIM W/ 2x2 CAP ' (TYPJ ~ ~c`_ . ~ ~ ~ ~ i I - ~ x ~ S - I a ~ ~I ~ ~ I ~ r~ WOOD y ~ ~ ~ c r BRACKETS ~~'~`l~ ~ ~ C" _ , .I E v r s"" r r s r r r r r r r r fY °Y ~""Y 16'x8' STEEL OVERHEAD DOOR 8'x8' STEEL OVERHEAD DOOR CULTURED ~'i STONE 2'-0" CULTURED 10" DORIC STONE COLUMNS 2'-O" VENEER CULTURED _ CULTURED STONE ~ STONE WATERTABLE LEVATION VENEER CULSTON~ WATERTABLE SCALE: 1/4"=1'-0" VENEER 5 of 9 SCALE; 3/16"=1'-0" II i i ~ - - - - - - I, - - - - - - _ I I'i NOTE; FLOOR JOISTS RRE 11 7/8" I-JOISTS BY TRUSJOIST OR EQURL RT 16" O/C FLOOR FRAMING SHOWN II HELD IN 1/2" C~ PERIMETER I , u 57 -11 W 19 11 1/2 ~ I W Q I I I I o I HEN 16" O.C. 16" 12" 20" I " 12" 20" ~ 0 I J I , I J I I oo I ~ I ~ U I m I ~ d. I ~ X ~ ~ I ~ J I m i, ° I o0 i ~ I ~ ~ W C7 I N ~ N I I I ~ I X I d' d. i ~ ~ I m m I N I m i I ~I I P~ I titi ~ ~ ~ I ~ _ ~ gl ~ ~ - - I ti Fv - - au,~ ; , \I ~I ~ I ~ (2) 1 3/4"x 11 7/8" ~ ~ i I~ ` ~ ~ I LVL FLUSH BEAM , I - - _ - _ -1 ~ - - ~ - I ~ 111 - ~ Q~ ,,~,I ~ \ ~ o ~ Y ~ ~ I~ \ ~ II ~ yl _ - - - ~ N I / ~ - - - a - - - - - J I' U ,J 3!4'- 51.61 ~I - - ~ 37 Z 13'-11" Z H ~ - ~ in t I ? I I _ ~ i I I _ o0 0 i I I ? ~ IL ~ I I j Z - - - - i I I J ~ ~ ° `t \ / i I o i I- X~ \ / W L _ J oD (n . l~ W ~ ~ i i m m \ c~c i ~ ~ ~ ,r-t `-1 ~I I X I I f I I ' ~ N - - .,I I , 1 ~ ~ (V `i - ~ ~ ,I I ~i_~ (V - - - - - i ~ I I .-a , - - - , j a• ~ - - I W ~ ~ I ~ - - - - - - - - - 1 I O ~ I I I ~ \ tV I ~ ~ I \ I ~ I O \ i I ~ I n , ~1I N (2) 1 3/4" I x1178 I 0 LUL FLUSH BEM I 00 o I ~ I o~ ~ fD I i ~ i I - - - - - - - - - - - - - - L - ~ o I I ~ li (D I I o ~I ~I~ II 1 II I II I 7 10 6 -3 3 -7 1/2 4 -3 1/2° 13'-11" I- I~ 8 1 13 -11 n;~~ ~OOR FRAMING PLAN ~ 'i SCRLE; 1/4 -1 0 ~~6~ 4 ~I I _ i I o~ r C1 12 r 7 ~ C2 I 00 m # < ~ ~ ~ ~ ~ ' l' ~ I a _ o y E~, 12 N 12 7~ i N 16'-0" 10 ~ ~ o w 6 1/2" 6 1/2" TAIL s'-4" TAIL 101/2" O ~ ~ TAIL Z 2" 0 1 .H. 8 O,H, n 3.H. U1 II = - - - W I I I ~ Q I I II K T-11 1/2" ~ I I II ~ I III 12" O.H. 2x10 OVERLAY RAFTERS I III ).H. 31/2.. cv Q ~ ii AT 24" 0/C W/ 2x12 I GIRDER I u u II u I u ui ~ y-- L-- 4 RIDGE .u - - 4 1-~ I U I I ~ 12 ~ ~ O I - I I ~ 0 10 (V H I J-~ I I I I ~ I I 0 t~ 'i I I ~ 10 1/a 12 u 12 O,H. ~ TAIL I I ~ 1'-5 1/4" 10 ' I I i ' -rr I II I i cO u I u I i ~ i - ~t J u I II I i ~ m IW ' II I II I auZ ~ 10 1/2" 10 1/2" u A5 I I I TAIL 14'-0" TAIL II i 6 A I -r I ~ 12 I I I ~ 6 I C2 II W I ' I O I ' u ~ I ~ I 0 I A2 ~ 31/2" 12 ~ ~ II I I p A4 G ~ TAIL 4'-4" ~ 5 ~ ~ II R1 - II I O ~ ' I II - I I 11 A3 I i I 10 1/2 ~ ~ 4._0.. TAIL u oc 4 i ' n o C1 " °L 4`. ~ ~ A3 II A5 A6 I 12 ' I ~ III I w II I ~ I H III I 1 III I 10 ' III A2 ~o g k I I 0 ~ u Al ' III I ~ cd ' i III . J - Q~ ~ nl ' I - - - ~ mW ~ ~ - - - - - I - - - lil I III ~ _ I 101/2" 27.4 101/2" ' _ ' III I ~ TAIL ~ TAIL ~ ~ - III I ' u I ~ ~ ~ III I = I I II , I . i i II I 2x6 OVERLAY RAFTERS r"~ M I c ' III I ~ AT 24" 0/C W/ 2x8 w RIDGE I I i I , - -14 F, III :i::::iiii: ::::i :i::::i:::::::: :ii::i:i::::i:::i::: i:;i:i:i ....ii iiii~. iii:. ~ i ~~c~ ~ ~ ~ ~ n d O I GIRDER FF = 1== II 4u H II III 12 O.H. I I III k~ . ~ l n I it 12" O.H. I I II I FF=====------ ==~1=° ~ 2x8 OVERLAY RAFTERS I ~ AT 24 0/C W/ 2x10 I I I RIDGE I - - - A2 ~ ~ D~ _ I ~ t - - - - - - - - - - - - - ~ C~ ~ ' 4" O.H, 4~~ O.H. R3 ~ , a~°~ I ' 8" O.H. R4 ~ 00 ' 2x10 RAFTERS R5 R5 ROOF FRAMING PLAN R6 SCALE 1/4"=1'-0" 12 s ~ 12 - - ~ 7 ~ m 10 'i i ' 10 1/2.. 1 " 0 v2 ~ 10 1/2" TAIL TAIL TAIL 2-4 1/ X2'-0" N 9 of 9 i I I II I',