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07201017 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. 7 Jul ADDRESS: qQ~~ ~Xreyo PERMIT NO.: FINAL INSPECTION DATE:; BY: yOP4 ' CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: r. YI°y r- r'a io Company: Site: 10?-3 Rnk~Al na P1 (Provide Detail Plot Plan of Lot) •Lot No: Application No: 1-ZQ10t:Z Subdivision: ar a+, WC-5~ 2-' PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ? 12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ?Z5. 4 Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk Ord. 7-75, Sec. Erosion Control/Zaor Seed (O.R.C 723.011)150.039(J)) (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) Z~5. 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: Ell. Ad 0,q E,?.04,14D. E30I Q ce,, tr t-05 XD, 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: 2/(?~ ;~Re-Inspection: Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP LANDMARK SURVEY 3ROUP, WCORPORAM 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 3480-07-C DATE: 6/15/07 TRUBERRY GROUP HOUSE STYLE CUSTOM L , SUBDIVISION S9 TARTAN WEST SECTION 2 PART 2 CITY/TWP OF DUBLIN ADDRESS PORTOFINO PLACE gD23 SCALE 1 20' ?DRAWN BY: BKG P.B. 5 PAGE 175 MQIV4~S: R: 6' S: 6' SIDE 12' TOTAL F: 5 \ TM MH TC~954.57 MAJOR FLOOD ROUTE ` PORTOFINO PL CE 50 EX. SAN (BY OTHERS) QD RB INLET (CC-13751) CUc-95{.76 $ $ SAN. MH WATER TAP T0-954. { WALK 32 11', O 0V SIDEWALK ESMTT- _ 5' ESMT. CAPE c 6.00, 8.33 6.00 °D SLOPE-7.0% 5 g/L? o p X SAN. TAP SERV, J ~ I E05-945945.1 .1 PROPOSED I 1 DRIVE J yyy~~ ® B.SI' y 8.3J' $ 20.33' 1 r34 I .20' j~ 2.DO' RESIDENCE p N FF-959.2 I p LOT 40 A 9499 I Ui I PINNING OF FOOTER I LOT 38 IS RECOMMENDED ~N 1= Iw ALc FINISH FLAWED G'DE ELEVATION W/0 a I~ 1 36.31' W R VEL g DECK $ I LOT 39 20.00' 14.67' 14.68' cA EX. I Ex. 72.68' 4 . LOT AREA:6284.8 50. FT. HARDSCAPE AREA-3716.2. R REMAINDER-2568.6 S0 NOTE; GARAGE FLOOR ELEVATION LOWERED 1.1' X COVERAGE-59.1X . R. TO MEET kWMVM DRIVE SLOPE. NOTE: BUILDER TO MAINTAIN EROSION CONTROL. NOTE: RAISED PROPOSED FRRSH GRADE AT COMPACTED NORTHWESTERNUOST HOUSE CORNER 1.6' TO NOTE: BUILDER IS TO PROVIDE MEET POSRNE SIDE YARD SLOPE. GRANULAR BACKFILL IT TREE PROTECTION DURING ALL ? REQUIRED IN SANITARY LATERAL EM 304 PHGRADE ASES CONSTRUCTION. NOTE, RAISED PROPOSED NER O.AT SERVICE TRENCHES UNDER PAV D WATER NOTE: WATER SERVICE SIZE MEET POSITIVE SIDE T HOUSE CORNER 0.6 TO D DRIVE1Vgy THIS PROPERTY IS LOCATED IN ROOD ZONE -X ? ~~1111 OF II'WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS COMMUNITY 390808 ? p~E,Oy/ PREPARED FROM INFORMATION PROVIOED BY THE CUENT AND DATA ` 5 ; 0 OBTAINED FROM ENGINEERED SUBDMSION PLANS. THIS PLOT PLAN IS PANEL 01508 ?EFF. DATE 9/27/1991SCOTT TO BE USED BY THE CLIENT FOR THE SOLE PURPOSE OF OBTAINING A BUILDING PERMIT. THE USE OF THE PLOT PLAN FOR ANY OTHER IS STRICTLY PROHIBITED. D * USE REVISIONS DESCRIPTION GRUNDEI S-8047 ~7~°F'•cIaE4: JF~` XJ P~2 l/luurut~v 6/te/a7 %ss/ONAL S~~ ` SCOTT D. GRUNDEI, P.S. DATE ~111111II111 REGISTERED SURVEYOR NO. 8047 r,~T'.I'RIV[;CO~fPI.IA,tiCE City of Dublin APPROVED AS NOTED I HEREBY CERTIFY THAT THE gPPol' l6.0:4 GRADE ELEVATIONS SHOWN ON THIS PLOT PLAN ARE THE RESULT OF AN "AS BUILT" SURVEY PERFORMED ON Full nrgg ATURE ~ DATE 1d~ F I Man:" - - T .957.8' A I ~ - - .3 2 4-~Z 6. v - X62 4 ' 964: 96 .9-67.7 - `9 4: 4- 9, 959.3. ` % ¢7. 48 44 'AM4 v T 963 30 T. 959.25. 2 T C. T C.-96-5- 730f ' . 93 5 `Btlildin Fine _ 9G5 7 28 2-7- 20 963. --96.5.1-j - v - - - X6.4 9.4 9 -'565.1 o ``960• - 57 9 961.6' 9 - - 40 _ _ - r 15 55.1 - _ T.C.955.9 v! X956 4 ~ ~ ~ _ - 6. .J~-- - - - 1957 ILA IL4 6 37 r \ •o ---fi.Sp - •--T£:953.-52......--•--._......-..:. o s~ - - -I' - - - - 1.9 LANDMARK SURVEY GROMp9 o ° PO° ATED on 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 REVISED: 4/30/08 ORDER NO.3834-08-C DATE: 3/4/08 AS-BUILT SURVEY CERTIFIED TO TRUBERRY GROUP COUNTY UNION LOT/SUBDIVISION, ARTAN WEST SECTION 2 PART 2 CITY/TWP OF DUBLIN ADDRESS 9023 PORTOFINO PLACE SCALE 1 20' DRAWN BY: BKG P.B. 5 PAGE 175 BUYER ALEXANDER LENDER PORTOFINO PLACE 50 32. 0 20+ 1' SIDEWALK ESMT. - _ 954.9 - 55.2----- - - --a 955.4 ui 5' ESMT. 955 5• g/L CALC 9 .36 6.0 n 8.3 n 6.0 955.5 m~ o o I ui n cn I m rn ~ STONE DRIVE o I~ a M I L I M 956.5 957.0 8.3' 956.0 956.0 16.0 1 955.6 955.9 8.3 I SEE DETAIL I 6.3' I 2.0 O N 2 STORY I ) Cn 0) LOT 40 STONE/STUCCO I M I LOT 38 n M In IW IM I CALC 9 1.55 36.3 I 950.6 951.9 ~a 9 0.4 0 DECK o Lo 0 5 LC LOT 39 14.7 95 CA I 950.3 I EX. 950.1 72.68 EX. 949 1.3' o XXX.X PROPOSED GRADE XXX.X FINISHED GRADE 1.0• a CONC. 5.0 DETAIL: NOT TO SCALE CERTIFICATION: WE HEREBY CERTIFY TO THE ABOVE NAMED PARTY(S), OF O THAT THIS PLAT DEPICTS THE SUBJECT PROPERTY IN ACCORDANCE WITH -~\P THE OHIO ADMINISTRATIVE CODE, CHAPTER 4733-38, MINIMUM o- C ; 0 STANDARDS FOR MORTGAGE SURVEYS IN THE STATE OF OHIO, AND IS SCOTT NOT A BOUNDARY SURVEY PURSUANT TO THE CHAPTER 4733-37, OHIO * D * ADMINISTRATIVE CODE. = GRUNDEI S-8047 ' o ~ISTER.S i/,jj,NAL"```~~~~`` • ~C/ 4/30/08 SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 27 Jun 08 Vendor # : Vendor Name: Truber -TW Ltd. From Department: Building Address 1: 599-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 9023 Portofina Place 4 Permit No.07-201017 $8,000.00 $8,000.00 5 6 7 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 Department Head Approval S~ Date TOTAL $8,000.00 1 {'IYIr'(-Jl-!_YJ1:J4 C17 • J4 1.1 {.lJ. UT LUU t 1 rr 014 (010Jbb Division of Building Standards 5800 Shier Rings Road 3..-~ Dublin, Ohio43016 Phone: V/TDD 614/41004670 C11TX OF DUBLIN inspectionLine:614/4104680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between 1~ G (Project M /General Cogtmctorj rwcst•~r.. r> : _ L Herein after known as the Project Manager/General Contractor, and (pwncr/ ) 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 Mannager/General Contractor, who is constructing a new premises at: Building Permit No. ;~flIOl , 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 Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) 11 1 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 premiss. 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 \\DUBLLNDATA PER SERVERNPER\PER\TniOMEW10ffiCE1WPIDOCS\DOCTORMS\CONDMONAL OCCUPANCY AMEMENT.doc Page I oft Updated 4-02 Agreement causing the premises to be vacated; and/or the City way 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. 8_ The Owner/Occupant acknowledges that he is under no obligation wbatsoever to enter into this Agreement, but that absent this Agreanaent, 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 4141:2-1-27(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. S e.~ 3.5 Project Manag General Contra r ate Project Mara er/General tractor (Signature) (Please Print) Owner/Occupant Date Owner/Occupant (Signature) (Please Print) ccepted - City blip Date MMUNDATA PER SERVERNPER\rrA\TliOMEWV MCA RMSICONDIIIONALOCCUPANCY AORMAMT.doc Page 2 oft LV40 d 4-02 TOTAL P.03 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 C© W PI-y o ky az CC Application # '7 , ~ F) ; co f :2 Date 313) 8 The undersigned inspectors checked your property at 902.3 Ent E N U ~1- for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS c~ ui9~~-~b1N[o Bn61n ~f~DD acs 0~2 jZI 1=NLatN PVC, r nrD coo OCR Zt~~~<vyL~ R~N~ lQOc1 ~ ~T L ~ N ~ ~ 'DOD oa C'~~ D~'rt oy1~1 n Cc tf 1>ANc Y (S Ft P ~'2AtLlf~J) f3 FP~o~~~- ~~o m c g t~ ? APPROVED ? DISAPPROVED By 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: cc r1w t'b Company: Site: `f02 3 r"~'+iiiio PL- (Provide Detail Plot Plan of Lot) LLVJJ Lot No: '31 Application No: 1-201017 Subdivision: ar1'~h VG5r 2.- Z PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 44 Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ;e'5. Erosion Control/ or Seed (Ord. 7-75, Sec. 150.039(J)) .090 (G)) (O.R.C. 723.011) (Ord. 40-98, Sec.53 ? 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) X15. Install Grade Stakes 0t-1 (ADA Specification) (Policy 98-027) (Sec. 152.70) 16. Submit "As Built" Plot Plan ~k 512g job ? 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: 6Wkd Ofd eQC Q4r),, 550f4D P~ u?r ~J' bOb. 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: 41(3~08 Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP y w Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape ,?f / Land Use and Long Range Planning Commercial ? Code Enforcement Residential Sign El CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit 1 Project Name Project Address: r . ,t Contact Person: Contact Phone: YES NO 1) Approved Landscape Plan & ROA YES NO 6) Sigft installed as approved YES! NO 2) Plans, Checklist & Permit on Site YES NO 7) Parking spaces, number & striped YES NO 3) Lighting installed per plan YES NO 8) H-mdicap spaces properly signed YES NO, 4) Landscape installed per plan YES NO 9) Parking islands 7 foot minimum YES NO 5) Mechanicals screened per code YES NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? s Date of Inspection Inspected By COMMENTS r~ r 1 / jk Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 3/06/08 01 Receipt no: 6616 Type SvcCd Description Amount 2007 201017 BP BUILDING PERMITS Qty 1.00 $8300.00 TRUBERRY - TW Tender detail CK Ref#: 13979 $300.00 CK Ref#: 13978 $8000.00 Total tendered: $8300.00 Total payment: $8300.00 Trans date: 3/06/08 Time: 14:22:10 THANK YOU FOR YOUR PROMPT PAYMENT 13978 TRUBERRY - TW, LTD. FIFTH THIRD BANK ca.uMeus, oHlo € 599 -A CHANDLER COURT 25 21US WESTERVILLE, OH 43082-9050 a c 0 PAY Eight Thousand Dollars And No Cents TO THE ORDER OF 03/05/2008 **$00CM o0 8 9 J CITY OF DUBLIN Pr.LI.$9-~-9'8~~ LL T1TTT2T TAT !1 n~ni ^7 n~n~~ ` vrr-~ vz, m BOND 39 CT II10 L 3978110 1:04400 2 L6 LI: ?280794608v - - - - - E } 13979 THIRD BANK FIFTH TRUBERRY - TW LTD. COLUMBUS ~ , OHIO 599 -A CHANDLER COURT 25-216.440 WESTERVILLE, OH 43082-9050 m a 0 PAY Three Hundred Dollars And No Cents ° THE 05/2008 *$300.00 ORDER OF 03/ m a V CITY OF DUBLIN m tL 1 /q~ /e62, U , G -2 BOND 39 CT 1190 L 39 7911' 1:044002160: 7 280 7 9 4 60811' 90Q Budding Permit No.: c~-(D `C) /T Project Address: Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments p ID A ~2c~ (~d2~A~ rn1c~ ~0tvI ti 6, Plumbing Insulation (11, NmT ?P~av~,~ Underground ?i qP Sewer 3 Footing Final Electric Foundation Final p Steel Plumbing `S -7 PP dom. Ac~c °V)" rzis~JJ °'R°''` Foundation Final HVAC 09+5 fl fZk,~ Radon ~f /7~7 H!a Final Gas ""rim-~,, Preslab Piping cN~, rrtc~~,/;< Rough e~G Engineering Electric (CWA) Engineering 5121 0 Electric (Pre-Sod) Service f /,//67 A Final Rough Engineering Plumbing \0~~'~ Y Gas Piping 1 I (11-7 (Rough) b~Z3~n AP v~serrt?rt Rough HVAC i J l 7 A P Wldk Final Zoning r $R©Q 2P~.v Fireplace t l ~ AP r ft ) Zoning Rough j I a~ c~ ~eP- ~IS7~n~ WI Occupancy R- Framing 1t'~ 7 DR Vk, 3 3~5f A -49evo TorA/- RyeA0 tt(~~~ PCAL) 1111(h CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 TRUBERRY GROUP INC., THE 5991 CHANDLER CT SUITE A WESTERVILLE, OH 43082 June 23, 2008 RE: Conditional Occupancy Approval Nearing Expiration Application Number: 07-201017 Address: 9023 PORTOFINO PL Project Description: SQ FT 4450 Subdivision/Lot TARTAN WEST 2-2 #39 Dear TRUBERRY GROUP INC., THE: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval will expire on July 01, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final inspections, please call the Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure that paperwork is on the jobsite prior to the inspection. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey Tyler Chief Building Official 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 CITY OF DUBLIN inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT C~ This agreement made and entered into by and betweena Aak (Project Mana er/General Contractor r,,.c y~i a..~ svp~ Herein after known as the Project Manager/General Contractor, and (Owner/Q_W an 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 Manager/General Contractor, who is constructing a new premises at, Flo ~ ~ Q ok~~ Y1 n i ~ c 20"t"' b I Building Permit No. 07- PC) l D 7 , 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. 5, In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) ( 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 premices. 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 \\DUALINDATA-PER SERVEMFR\PUR\TIIOMEW\OfflCF-\WP\DOCS\DOC\FORMS\CONDMONAL OCCUPANCY AGREEMENTA&C Page 1 of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will 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. 3~s Project Manage General Contra for ate Project Mana es/Gencral tractor (Signature) (Please Print) Owner/Occupant Date Owner/Occupant (Signature) (Please Print) ecepted - City blin Date MUBLINDATA PER SERvER\PER\rFR\THQME"FFICMWP\DOCSWC\FORMS(CONDITIONAL OCCUPANCY AG rTAa e Ptge 2 of 2 Upda W 4-02 TOTAL P.03 CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 3/06/08 01 Receipt no: 6616 Type SvcCd Description Amount 2007 201017 BP BUILDING PERMITS Qty 1.00 $8300.00 TRUBERRY - TW Tender detail CK Ref#: 13979 $300.00 CK Ref#: 13978 $8000.00 Total tendered: $8300.00 Total payment: $8300.00 Trans date: 3/06/08 Time: 14:22:10 THANK YOU FOR YOUR PROMPT PAYMENT 13978 TRUBERRY - TW, LTD. FIFTH THIRD BANK 599 -A CHANDLER COURT COLUMBUS, OHIO 2y.216-q4p WESTERVILLE, OH 43082-9060 U 0 a o 0 PAY Eight Thousand Dollars And No Cents ° TO THE DATE 8 ORDER OF 03/05/2008 **$8.'O 8 TOO ORDER a m 9 U CITY OF DUBLIN m DIVIS9N m D TQT TAT n n ni nn~~ BOND 39 CT 1100 L 39 7811' 1:0440021611: 7 280 7 9 4 60811' 13979 TRUBERRY - TW, LTD. FIFTH THIRD BANK COLUMBUS, OHIO 599 -A CHANDLER COURT 25 2165, O WESTERVILLE, OH 43082-9050 a 0 PAY Three Hundred Dollars And No Cents ° OR 8 THE 5/2008 *$300.00 ORDER OF 03/0 0 CITY OF DUBLIN 1 V BORE JVVL~ J U 2 4 BOND 39 CT NP II'0 1397911' 1:04400 2 i6 LI: 72130794608116 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 C~ W ~7TlnrYAL c Application # 7 , f) i U Date The undersigned inspectors checked your property at Cfe)23 'Pfri 0-F/ n1 U for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS Co G~ 2- t w A 1- e c IV N Q lu .f 1) CA; 7-74 J t C ?APPROVED ? DISAPPROVED By CONDITIONAL CITY OF DUBLIN 58M Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-4104600 Inspection Line: 614410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE i L ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: t'LL ryl'tii -~i' © Company: Site: `oz 3 PL (Provide Detail Plot Plan of Lot) Lot No: 31 Application No: TZOW17 Subdivision: ac'~wn W~~~ 2" PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11 Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord, 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 44 Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ;e-5- Erosion Control/ or Seed (Ord. 7-75, Sec. 150.039(J)) 01: (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.1) ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) X15. 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: . 0 t~ f * 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: 108 Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial ? Code Enforcement Residential Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? TelephonefMD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name : Project Address: Contact Person: Contact Phone: YES NO 1) Approved Landscape Plan & ROA YES NO 6) Sign installed as approved YESi NO 2) Plans, Checklist & Permit on Site YES NO 7) Parkjhg spaces, number & striped YES NO 3) Lighting installed per plan YES NO 8) Handicap spaces properly signed YES NO; 4) Landscape installed per plan YES NO 9) Parking islands 7 foot minimum YES NO 5) Mechanicals screened per code YES NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments), Zoning Disapproved (See Comments) ? f ; Date of Inspection COMMENTS Zoning Inspection Form PLA-120 Date 08/12/04 GENERAL CONTRACTORS DUBLIN LIST-CORTONA-2007 Excavation T er construction #07-3415 Concrete Scott & Sons #07-3122 Ekm icai Stewart Electric #07-4057 Plumbing Best Plumbing #07-2352 HVAC Supreme Air #07-2509 Sanity Sewer Tysinger construction #07-3415 Lanamapmg Wilson Landscape #07-3813 Fire Protection N/A Sbxmo/stone Buckholz #07-3274 Other 2 W i w fJ E C 0~~ K~ Y tc VT a s 40 L ~ V Q G V C C C ~ V v Cp m co a m m m C C ctl ® C R W a= V' a m^ mC C N CL C c c = 3 c cac3 c~ = a u. M a U. u. a w w a u. w u. o C E ir 0 ~w V ~ 10 ~ o a o e V d p C C C ~ Q 3 d1 r+ Cf O C C m e = m tx to to N m C C V_ 'C c s '0 V t d t V as _tO £m3 0 3m 0-20 °D0 0 Cm E ' m CL = E o 'm m a~v~ ti u° .v w tea` I°w wm ce t~~ it 1I i N 1i CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date l 3 d 07 Application No. cla 0 I c) , APPLICATION FOR ELECTRICAL PERMIT Job Address Q 7 o Z Parcel No. Subdivision F"qa'T~ Lot No. r Owner Name / A4"e'-2ZAV K!~ Telephone Y y ~G Contractor Name SA-V- ,,o Gtr",A e-)-t°WX/C_ Telephone ~l7' -Sal 7 u ,dQfi gf b CH~Tt~e,3l~e~ lf' '{.3o!/ c~ `fob? Contractor Address e 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 ~2~uG~~ 5 1t?fCr This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner ~Y 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 . . . . . 07-00201017 Date 10/30/07 Property Address . . . . . . 9023 PORTOFINO PL Parcel Number: 137-0904007000 Alternate Address: TARTAN WEST 2-2 #39 Tenant nbr, name . . . . . . SQ FT 4450 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/27/08 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 20.0000 RES ELECTRICAL SERVICE 140.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This 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. QA - Zo I Date 2- Q /New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-511 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address -1023 WV--tA--1X10 ''0?C,°u Parcel No. Subdivision/Project Name -TQ'C It`m V scot Lot No Owner's Name 'TrAerry Telephone ~~d 5588 Contractor's Name e51 p6VLlmQ, Telephone ~Ss • 191 Contractor's Address 1 Z Q m ~Xye e 1 Dublin Registration Number a-~>5a Does the sewer discharge into an individual sewage disposal system or sanitary sewer? li SeJlut~ How far distant from any dwelling, well or cistern is the sewage tank? 11 Is do the vent pipes consist? `C What is the size of the main drain? LA Of what m9c, Of what material does the house drain consist? *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 COMM CIAL Application for permit & first fixture $50.00 Application for permit & st fixture $60.00 Number of remaining fixtures X $10.00 = $a4~•~0 Numb of remaining fixtures X $12.00 = $ Total Inspection Fee $ a9~,00 Total Inspe i n Fee Re-inspection fee (based upon disapproved Inspection and collected the Franklin County Board of Health ONLY) $45.00 Qty. Qty- Qty. Air Admittance Valve Garbage Disposal Showers a *Backflow Preventers Gas Water Heater a Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry-Trays cj• Wash Fountain Dental Cuspidors Lavatories Washing Machine 1 Dilution Sump Mop Sinks Water Closets ?5 Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains a Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201017 Date 8/23/07 Property Address . . . . . . 9023 PORTOFINO PL Parcel Number: 137-0904007000 Alternate Address: TARTAN WEST 2-2 #39 Tenant nbr, name . . . . . . SQ FT 4450 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 290.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/17/10 Qty Unit Charge Per Extension BASE FEE 50.00 24.00 10.0000 EA RES PLUMBING >1 FIXTURE 240.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This 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 . . . . . 07-00201017 Date 8/23/07 Special Notes and Comments requirement on all street frontages. Fee summary Charged Paid Credited Due Permit Fee Total 290.00 .00 .00 290.00 Plan Check Total .00 .00 .00 .00 Grand Total 290.00 .00 .00 290.00 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. z00(n (8ZL8 'ON 90f] TII=ET NON L00z/0z/8 0 ~U c) it of Dub Ii JOR=18-2007... 1c41.2 _ y. JG U ! T i CITY OF DUBLIN Division of Building Standards',- 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • inspection Line: (614) 410-4680 Appl~cation Number: _ - ;SURVEYOR 13UILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersl ned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation o1 the top of the foundation wall plus the first floor system, as pe the approved prints, comply with the site plan approved by the City of Dublin (in refe nce to the City of Dublin Codified Ordinance 1305.02 (k))_ Property OwOer: .R, y tER A y G 1ZOu Subdivision: _FA &-tA N W ST- Se-:C. Lot Number: Address: © Ate> 51 N O P 1. AG i5~ S Approved. Foundation Elevation Feet above mean see level. Actual Top o Foundation q58~~ Feet above mean sea level N,.... ...u...1... :N OF ,gyp. 0~... Professional Seal: r -J~6* + i SCOTT' - D. k * GRUND1 Signature of Surveyor S-80471 O. 0 - :O'er :L& ~G~STE 2~ I -7o-7 - S/QNA` gvQDate This forin Is f be completed prior to the foundation inspection and must be made available on to with the approved priots_ t EzcasvSurvey 02.Ni P.01 i LN ~~~''CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Date 15, ul Application No. ®-4 . 2CA0 \ 3 APPLICATION FOR ELECTRICAL PERMIT Job Address W3 kP'. Parcel No Subdivision fa4l_16L V, Lot No. 31 Owner Name Telephone Contractor Name `IA O-e,( ' '-A U I 6n5 111C - Telephone (jI q ` l Contractor Address ` t7~ larkbnA r-" 6h W~] Dublin Registration No. v Residential: New Sq. Ft. Alteration/Addition S Ft. Temporary Service $40.00 Jl~_ $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) mm11 (~(1 Vv Total $ ~ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said law. 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 . . . . . 07-00201017 Date 8/14/07 Property Address . . . . . . 9023 PORTOFINO PL Parcel Number: 137-0904007000 Alternate Address: TARTAN WEST 2-2 #39 Tenant nbr, name . . . . . . SQ FT 4450 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group 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 . . 2/10/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. 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 . . . . . 07-00201017 Date 8/14/07 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. 0°/07/2447 TUE 12:54 FAX 614 391 0954 Truberry ®0021003 08/07/2007 11:15 FAI 61A 895 1171 GEOTECHNICAL 14002/003 Main Office Air ® 720 Greencrest Drive MEW If GEOTECHNICAL WesterviNe, Ohio 43081-2837 614,895.1400 '%M 90'1 IA"CONSULTANTS Fax: 614.895.1171 NC. www.gcr7000.corn August 7, 2007 Mr. Mike Showalter The 3Yuberry Group 5991 A Chandler Court Westerville, Ohio 43081 Reference; Foundation Sol Observations Lot #39 Savona 0 Tartan 71dids west 9023 Portofino Plate Dublin (Union County), Ohio GCI Project No.: 07448585 Dear Mr. Showalter. As you requested and authorized, a GCI representative reported to the referenced site on,Monday, August 6, 2007 to observe open foundation excavations for the proposed single-f tsilly home. 110 proposed house will be a conventional tyro-story, wood-frame dwelling with a partial basement, crawl space, and an attached slab-on-grade gavage am. 'I're house will be constructed on conventional block Foundation was. The lot slopes down from north/northeast to south/southwest toward a small stream. We understood the house will be constructed with a "walk-out" basement facing the rear (south) side of the proposed building footprint. As such, the rent basement wall foundation will be stlg4wd down for adequate frost cover. The excavation contractor (Tysigger) started the foundation excavation work on Friday, August 3, 2001, prior to OCI's site visit. Tysinger started the basement excavation aloes the south side of So proposed building footprint, and completed fowulati1oa excavations for the deeper frost footing excavation along the rear portion of the building footprint. GCI evaluated the foundation bearing soils based to the materials we observed in the sidewalls of the basement exoavatio% the soil observed at the bottom of the foundation excavations, and by probing the bearing soils with a half inch diameter owl rod. GCI previously observed foundation excavations for several building lots within close proximity to the referenced property. We desonbe below tbo general subsurface conditions. 'Ile bastanent excavation for the approximate south three-quarters of the Wilding footprint encountered 3 feet to 6 feet of topsoil fill. The topsoil fill extended close to design basement srrbgrade elevation. At or close to basement subarade elevation, we observed a layer of organic matter and soots indicative of the original ground swface. We also observed a layer of apparent natural topsoil bck w.**c root mat. The basament4evel foundation excavations extended through the topsoil fill and dudedying natural topsoil layer at design bottom-of-footing grades. The basement foundation excivatkws terminated in natural lean clay soil. Probing with a half-inch diameter steel rod indicated the !haul al soil was firm, stable, and suit4blo far foundation support. Branch Office Youngstown Otficv 8433 South Avenue • Bldg. 1, sulre 1 • Boardman. Ohio 4e51 d (330) 965-1400 • fox (330) 965-1410 Dayton OMk--e 3570 Intercity Dive • Dayton, Ohio 45424 (6141896-1.400 • Fox (937) 235-0321 08/07/2007 TUB 11:19 (JOB NO. 85681 ®002 OF/07/2007 TUE 12:55 FAX 614 891 0954 Truberry E003/003 08/07/2007 11:15 FAX 814 895 1171 GEOTECHNICAL IA009/003 Z The deeper topsoil fill extended north and into the footprint area of the proposed ~ draw) spaca. GCI recommended undercutting the east crawl space footings thmo the topsoil Waod trapped topson to natural lean clay soils. Tysingm completed the undercuts during GCI•s site observatiogs. The west gall footing for the west crawl space encountered similar conditions. The excavations:0 Deeded to about 8 inches above design basement footing grade and terminated in natural brown lean clay Probing with a half inch diameter steel rod indicated the natural soils were &M stable, and suiRaW for foundation Support. The foundation excavation al ong the north side of the west crawl space eucoutored lean clay fill materials at design bottom-of-footing grade. The garage foundation excavations also encountered brown Ilan clay fill at design bottom-of-footing grade. In general, the fell on the north :side of the building footprint was relatively "aleae" and free of excessive amounts of topsoil and organic iuewr The existing lean clay fill within the crawl space and prop areas appeared film and stable. The materials "out" cleanly when excavated with the track hoe. Probing with a half- w-b diameter steel rod indicated the kart clay fill ww also firm and stable. Based on G1CPs site observations, it was our opinion that the contractor could construct the crawl space and garage wall foundations an the existing lean clay 511 at design bottom-of-footing grade. Based on GCI's site observations, it vans our opinion that foundation excavations for the north crawl space wall footing and the slab-on-grade garage arts could be "stepped up" and terminated within the existing fill at design bottom-of footing grade. We observed a thin layer of trapped topsoil between the fell and the underlying natural soil along the west and north sides of the garage footprint. Based on site conditions and GC.I's recommendations, Tysinger undercut a portion of the west garage fmueadation and the north garage wall foofmg.througli tla trapped topsoil to stable, natural lean clay. The undercuts at these locations extended about 8'! inehes below design botto -of footing grade, GCI recommended installaig two No. 4 steel reinforcing bars within the uppor-)OCI wall foundations (garage and crawl space) as a precautionary measurc qpkW differential fbind don movement SWUlarly, UM recommended installing r irdbr'cing steel within the rear walkrout basement wau foundation where we noted occasional sot spots within the natural kan clay soil deposit It was Go's opinion that the foundation contractor could "wet set" the reinforcing steel fi medi*bi. arm foundation concrete placement, provided the contractor can properly position the reinforcing shed 2 metres to 3 inches above the beating soil. Based on conversations with Trnbtrnes site representative, we understood basement footings would be constructed on natural soil at the bottom of the foundation undercuts. Trubenywould use additional block to reach design to"f-wall elevation. GO appreciates the opportunity to be of service on this project. Please call will, any questions regarding this letter or if we cart be of further assistance. ~ir~corej?r, S~pTE Op 4 . _ Geot~c _ ~''••.'yj'%, 77 - nal CaagnlGraRs, Inc. ACAL A, AVID •p David A. Ka lsc er, ' O tx~ lilt poi , .'Mike Showalter The Trubeny Group - Z copies and 1 copy fazed to% IVir. Jason Deskins @ B&D Concrete - l copy faced tP (740) 964-2229 OCI Projeaffilo: 074F-08585 HAL"' 08/07/2007 TUB 11:19 (JOB NO. 85681 ®003 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 4301.6 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201017 Date 7/20/07 Property Address . . . . . . 9023 PORTOFINO PL Parcel Number: 137-0904007000 Alternate Address: TARTAN WEST 2-2 #39 Tenant nbr, name . . . . . . SQ FT 4450 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Permit . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 420 QO Plan Check Fee .00 Issue Date . . . . -7 +2 ~7 Valuation . . . . 0 Expiration Date . . 1/16/08 Qty Unit Charge Per Extension BASE FEE 140.00 7.00 40.0000 RES BLDG PLAN REVIEW 280.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 190.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/16/08 Qty Unit Charge Per Extension BASE FEE 50.00 7.00 20.0000 RES HVAC 140.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 110.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/16/08 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 10.0000 RES ELECTRICAL LOW VOLTAGE 70.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/16/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201017 Date 7/20/07 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 . . 1/16/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Other Fees . . . . . . . . RES BLDG INSPECTION 430.00 RES CERTIFICATE OF OCC 30.00 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 . . . . . 07-00201017 Date 7/20/07 Other Fees . . . . . . . . . SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2390.00 .00 .00 2390.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5624.00 .00 .00 5624.00 Grand Total 8014.00 .00 .00 8014.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER 0e7 , Q l Q 177 Issued in Ohio Under Authority of e-41-4 cf-- nV %L1 jJ a 0 o Auditors Taxing District Parcel Number AN 2 9 2007 Address of Property a o23 J?-T0 F/ N o BUILDING DIVISION OITY OF DUBLIN a Subdivision C-01?~CIKJA Lot Applicant's Name: F,I PY---• t>F"44 Phone Number: t/(cf~ ~S9U:-:S' f3 Email Address: kl r)4J7fr0berCJ -CDM Fax Number: ((,14) Oct 1, o°j 5* Owner's Name: TP -1115E4 1f Phone Number: (Coto°) bolo - SS~z Address: Designer's Name: K-I ~ fj I.JL E31 t4lr-,C4+j- Phone Number: J Q Address: S a)1- C Arl_ am4%.vf Lmvvit; -V It 4oe, O/d- 't 30 S Builder's Name: Phone Number: 14). Eno 5S 8t Address: 5991 `R cl±a r f~ ` eves (DA1 0 3 Z Builder's ID: 1G? Type of Improvement: t-i &V'V , 51}+&4-4E- F74 -41 W 40&V Improvement Cost: S yjIj (04.41 Number of Bedrooms: 2 Heating Fuel: 1`- +?~-1=• t ,r + Number of Gas Appliances per Unit: 4- Number of Baths: L-• ` Sewage Disposal: - - Garage 4gTpIGPtV-t-,-) Building Height: 20~ Water Supply: ,--4-i,'1-( Number Car Garage: c Building Zoning Unfinished Basement 1 ¢-Q, y.2 ` Lot Area C. Zee C5 1~3 c Finished Basement N Total % Occupied by Structure Lower Level PIA Front Setback fj 20 02 1 st Floor Z % 4dr S'y y Rear Setback (p , S* W 2nd Floor N/A a 3rd Floor PEA Right Setback 4~., . Z p t Other Left Setback gj, Sal Garage 4~J 9~ Lot Width at Building Line t7. 3 1 f Deck/Sereenedfiz rch 160 ~j Zoning District Gross Square Feet 4(,Z Building Area at Ground Level 320 2- Existing Use of Property 14A c-,Ob t,. 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 or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, drawings and specifications are to the a ~ best of their knowledge, true and correct. Q r" Signature of Applicant `Z Date Received D Received Date Received r6- Date Approved Date Approved 7`/ f?/C1 -7 Date Approved d w C Zoning Official Plans Examiner Tem,;nn Avfhnrit„ 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 ,Q PLEASE PRINT ALL INFORMATION Applicant: Company: Site: q?)0_3 "-?0~-fCrA no (Provide Detail Plot Plan of Lot) ~ Lot No: Application No: Dr/ f Z/01'/ Subdivision: W• DO NOT MARK BELOW THIS LINE ? No Violations/inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter L110. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) 0111. 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 L114. 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. 12/04 PP CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST "2() 10 00 07 Application No. ? ° Date Reviewed 7 7 y `o d 14 Q-/y7 E CL - c a Plan Reviewer's Comments & Notes m a Reviewed By E 0 cam, a a + v, 'v -p p . a Approved Disapproved o y Z + C tY OBBC Model Energy Code M C Check worksheet required Manual J/Electric Loads H ses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination ? R311 Handrails & Guards R312 Schidu/es Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Fjure 307.2 R307 Sanitation -Fixture Clearance ? R308 Required Safety Glazing 13/8; s. c. or 20 min. door and 5/8"gyp. Bd. Type "x" on R309 Attached Garage Fire Separation all c moron walls per City Ordinance 5.7 Sq. ft. (24" net hgt. 20" net width) max. window still R310 Bedroom Emergency Egress hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 68", habitable space 216"x 6'8"(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type "X" Bsmt./hallway/bedrooms wired to prime electric/battery R313 Smoke Detector Locations pack - up/rnterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation ? R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) ? R403.1.6 Foundation anchorage 112" anchor bolt @ 67 oc; 7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements V houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing ? R502.3 Floor joist(s) allowable spans / Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2" for wood & steeU 3" for masonry & concrete R502.11.4 : Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST C o 0 E E d ° O Cr M U Z 0 CL a a Plan Reviewer's Comments & Notes d a Q U) o o N Z in N C • R503 Floor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing Rb02.7 Headers R602.10 Wall bracing Tables 502. R603 5(1) & R502.5(2) Steel wall framing R703.7 Masonry veneer ? R802 Wood roof framing Table 7p3.4 R802.3 Framing details Show truss Profiles on roof plan R802.4 Allowable ceiling joist spans Rafterties, joist not perpendicular to ralJers R802.5 Allowable rafter spans R802.10 Roof trusses ? Stamped engineered root trusses required of framing R807.1 Attic access inspection R1001 Masonry chimneys 22"x30" R1002 Factory built chimneys ? Spark arrestor with rain ca R 1003 P per City Ordinance Masonry (replaces Spa k arrestor with rain cap R1004 Factory built fireplaces Table 1003.1 & Figure 1003.1 R1005 Exterior air supply M1701 Combustion air R602.3.1 Stud size & spacing 50 cubic per 1,000 blu/h Table R6p2.3.1(2) Front & Back Form Revised 04/12/05 i t DEC-11=2006 MON 0,8:02 AM 7.aolo l7 P. 002 : 12/10/2006 21:36 16142674442 HABEGGER Cad' PAGE 01/01 Name REZCALC Address' Lotf Cortor•ia ® Torten West i}} RES)gENTIAL BLOCK LOAD ESTIMATE pew, Ranch - Walk out , WSIGN CONDITIONS Outdoor. Summer DBMS Winter Inside: Summer RH Winter Rainga S ng V 951 73 0 75 50% 72 24 3.017 t GLASS & DO.ORS Djr Type Glares Panes Frame Shade Ovr. C-F H-F SQ FT C-Load H Load ~ SW Window Clear 2+ftrM Metal TB Norte 0" 55.00 27.00 840.0 46,200 22,680 SW Entry poor Wood 0" 27-6011.95 28.0 770 334 i DirWALLS Frame R Shade Ovr. SW Wood 13 None 0" 1.69 5.60 717.0 1,355 4,015 SW Masonry > 5ft Bebw 10 None 0" 0.00 3.22 1,696.0 0 5,461 ROOFICEILING Description R Ceiling Under vented attic 30 1.60 2.31 2.346.0 3,517 5.416 i I FLOOR Description Cover Celling Below R Basement floor > 2% below grade 0.00 1.70 2,640.0 0 4,487 JCOQUNG Ldpp SUMMp,RY HEATING LOA13 SUMMARY HE^TNG a~rl STUN SUBTOTAL (All C-LOADS) 61,842 SUBTOTAL. (AA H-LOADS) 42,293 x SWING MULT. 1.00 + INFIL & VENT. CFM x 77 521 40,117 x DUCT MULT. 120 ¦ SUBTOTAL 82,510 x SUMMER CLIMATE MULT. 1.00 x DUCT MULT. 1.25 = SUBTOTAL 62,210 x WINTER CLIMATE MULT. 1.03 3 1,580 TOTAL, H!~P?TINC; LOAD 106,231 PEOPLE X 530 + APPLI LACES _ 11000 = SUBTOTAL Less Outside Air Lard) 84,800 ' OUTSIDE AIR LOAD AIR QUANTITY (CFNII MAr.&vent dm x bed (dm) 290 x 37 10.730 TOTAL COOLING LOAD 76,830 COOLING OR HP CFM - PEOPLE x 230 3 690 90"fale amt load 1000" CFM fads 22.80 3.091 - OUTSIDE AIR LATENT LOA; FURNACE CFM "i,&vwL crm x Mont bad (dm) 290 x 15 4,350 total haaft load / OWng CFM factor 49.00 2,168 = LATENT COOLING LOAD $1040 COOUNQ SENSIBLE HEAT FACTOR - SENSIBLE COOLING LOAD 70A80 aOMM oooi, load I tol coo ft toad 0.9333 i i Habegger printed W. Kent Lehman Fllarl8me: IRELAN.RZ6 Page 1 i2/1112006 8:34 Verson 2.20 I 1 , 12/11/2.006 NON 8e 44 [JOB NO. 5465) IM002 ~7' Load Calculations Prepared by Stewart Custom Electric Lot # 39 Tartan West Basement Sq. ft. 1,726 First Floor Sq. ft. 2,544 Second Floor Sq. ft. Bonus Room Sq. ft. Garage Sq. ft. 498 Total Sq. ft. 4,768 Quantity Watts Va Square Foot 4,768 3 14,304 Small appliance load 2 1,500 3,000 Laundry load 1 1,500 1,500 Range 1 5,500 5,500 Range top 5,500 Oven 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 1,500 1,500 Central vac 1,500 Total above 37,304 First 10 kVa at 100% 100% 10,000 10,000 Remainder at 40% 40% 27,304 10,922 Total 20,922 Air conditioner 1 8,000 8,000 Total 28,922 Calculated service amp 240 Volts 121 Amps 06/12/2007 07:24 6142631019 PAGE 04119 F d'7.2o/a/7 REScheck Software Version 4.0,1 Compliance Certificate Project Title: LOT939 CORTONA @ TARTAN WEST Report Date: W12107 Data filename: C:1Program F11es1ChecIdREScheck139 CORTONA.rck Energy Code: 2003 IECC Location: Dublin Franklin), Ohio Construction Type: Single Family Glazing Area Percentage; 17% Healing Degree Days: 5719 Construction Site: Owner,'Agent: Designer/Contractor: TRUBERRY GROUP Ceiling 1: Flat Coifing or Scissor Truss: 2642 30.0 0.0 92 Wall 1: Wood Fro", 16" o.c.; 590 13.0 0.0 47 Door 1: Solid: 21 0.250 5 Wall 2: Wood Frame. 16" o.c: 2494 19.0 0.0 116 Window 1: Other. 453 0.370 168 Door 2: Solld: 21 0'250 5 Door 3; Glass: 84 0.370 31 Basement Wall 1: Solid Concrete or Masonry: 468 0.0 5.0 41 Wan height 9.0' Depth below grade: 8.0' insulatlon depth: 8.0' Basement Well 2: Solid Concrete or Masonry: 432 0.0 5.0 102 Wall height 9.0' Depth below grade; 4.9 Insulation depth: 4.0' Floor 1; Slab-On-GradwUnheated: 60 5.0 63 Insulation depth; 0.0' Crawl 1; Solid Concrete or Masonry: 264 0.0 5.0 36 Wall height: 4.0' Depth below grade: 3.0' InsUation depth; 3.0' Inside below-grade depth; 0.0' Fume= 1: Forced Hot Air. 90 AFUE Compliance 5tatemend. The proposed building design described here is consistent with the building plans, spedflcations, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Verslon 4.0.1 and to comply with the mandatory requirements listed In the RZEScheck Inspection Checklist. kA lc~ T Name - Title Signature Date LOTH CORTONA @ TARTAN WEST Page 1 of 4 06/12/2007 TUB 8:41 [JOB NO. 78721 0004 06/12/2007 07:24 6142631019 PAGE 05/19 REScheck Software Version 4.0.1 Inspection Checklist Date: 06/12/07 Ceilings: ? Ceiling 1: Flat Coning or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wan 1: Wood Frame, R-13.0 cavity insulation Comments: ? Wall 2: Wood Frame, 16" c.c., R-19.0 cavity Insulation Comments: Basement Walls: ? Basement Wall 1! Solid Concrete or Masonry, 90 It / 8.0' bg / 8.0' insul, R-5,0 continuous insulation Commerds: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) Insulation and extends at least 6 In. below grade. ? Basement Wall 2: Sold Concrete or Masonry, 90 ht / 4.0' bg / 4.0' Insul, R-5.0 continuous insulation Comments: Exterior insulation tws a rigid, opaque, weother-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: ? Window 1. Other, (.1-factor 0.370 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal BreeW Yes No Comments- Doors: ? Door 1: Solid, U-factor: 0.260 Comments: ? Door 2: Solid. U-factor: 0.250 Comments: ? Door 3: Glass, 1.1-factor: 0.370 Comments: Floors: ? Floor 1: Slab-On-GradwUnheated, 0.0' insulation deoth, R-5.0 continuous insulation Comments: Exterior Insulation has a rigid, opaque, weallher-resistant protective onvering that covers the exposed (sbave-grade) Insulation and extends at least 6 in. below grade. Crawl Space Walls: ? Crawl 1: Solid Concrete or Masonry, 4.0' ht / 3.0' bg ! 30 ext. Insul / 0.0' inside bg depth, R-5.0 continuous insulation Comments: Applies to wail of unventilated crawl spaces. Exterior insulation has a rigid, opaque, weather-resktant protege covering that covers the exposed (above-grade) insulation and extends at least 6 In. below grade. LOT#39 CORTONA a TARTAN WEST Pago 2 of 4 06/12/2007 TUE 8:41 [JOB NO. 7872] x005 06/12/2007 07:24 6142631019 PAGE 06/19 t Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air. 90 AFUE or higher Make and Model Number. Air Leakage: L] Joints, penetrations, and all other such openings M the building envelope that are sources of air leakage are waled- L) Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air tight assembly with a 0.5" dearance from combuctlble materials. If non-IC rated fixtures are installed with a 3" clearance from insulation- Skylights: L] Minimum Insulation requirement for skylight shaft; equal to or greater than 12 inches is R-19. Vapor Retarder. ? Installed on the warm4n-Wnter side of all non-warted Framed tailings, walls, and floors. Materials Identification: Materials 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 ft-values, glazing Udactors, and heating equipment efficiency are dearly marked on the building plans or specifications. LA 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 c3rnpressing the insulation. Duct Insulation: ? Supply ducts in unconditioned attics or outside the building are Insulated to R-8. ? Return ducts in unconditioned attics or outside the building are Insulated to R-4. [3 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. C3 Where exte0or walls are used as plenums, the wall Is Insulated to R-8. Duct Construction: ? Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. C] All joints, seams, and connectloris are securely fastened with welds, gaskets, meStios (adhesives), mastic-plus-embedded-fabric. or tapes. Tapes and mestics are rated UL 181A or UL 1818. Exceptions: Continuously welded and lodcingdype longitudinal joints and seams on ducts operating at less than 2 in. w.g. 1500 Pa). ? The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats a dst for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating andfor cooling input to each zone or floor is provided. Service Water Heating: C] Water heaters with vertical pipe risers he" a twit trap on both the Inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ? 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: ? All hued swimming pools have an ontoff heater switch and a cover unless over 20% of the heating energy is from norfdapletabie sources. Pool pumps have a time dodo. 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. LOT939 CORTONA @ TARTAN WEST Page 3 or a 06/12/2007 TUB 8141 (JOB NO. 7872] 0006 06/12/2007 07:24 6142631019 PAGE 07/19 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes insulation Thial moss In Inches by Pipe Silas Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2,0" Over 2" 170-180 0.5 1,0 1.5 2. 140-169 0.5 0.5 1,0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sims Piping System Types Fluid Temp. Range{°n 2" Runouts 1" and Less 125" to 2.0" 2.5" to 4" Heating Systems Low Pressureffemperature 201-250 110 1.5 1.5 2.0 LowTemperewra 106-200 0.5 1.0 1.0 1,5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water. Refrigerant and 40-55 0.5 0.5 0.75 1.0 Mne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Budding Department the Only) LOT#39 CORTONA ® TARTAN WEST Page 4 of 4 06/12/2007 TUB 8:41 [JOB NO. 7872] 0007 CITY OF DUBLIN PLAN REVISION LOT # 39 CORTONA Tartan West Section 2 Part 2 9023 Portofino Place Permit # 07:-201017 Revision is limited to deleting two (2) transoms on the side of the Master Bedroom DOES REVISION AFFECT PLOT PLAN - No DOES REVISION AFFECT HOUSE PLANS - Yes The Truberry Group Kirk Denyes, Architect 890-5588 I - ~ - x - - W . a - L CC' _ _ _q.. X ~r 0~ Yl" F it"- t w+~ 7-- s 'xt-' i 7 r t a v _..ti^`--t°v r-°. 'r° FRONT ELEVATION ~ GENERAL NOTES 0 W WINDOW SCHEDULE -JELD WEN VINYL COLONIAL SERIES SINGLE HUNG ~ STRUCTURAL MEMBERS ARE BASED ON THE FOLLOWING DESIGN CRITERIA; 40 LBS PER SQ. FOOT LIVE LOAD ALL LIVING AREAS 10 LBS PER S UARE FOOT DEAD LOAD ALL LIVING AREAS WINDOW LOC ROOM WINDOW GLAZING TOTAL REQUIRED EGRESS EGRESS CLERK REQUIRD ACTUAL WINDOW LOCATION SQ, FT. QURNITY SIZE TEMPERED PER UNIT GLAZING GLAZING WIDTH HGT, OPENING VENT VENT Q 40 LBS PER SQUARE FOOT STAIRS 60 LBS PER SQUARE FOOT LIVE LOAD EXTERIOR BALCONYS STUDY STUDY 177 1 2840 NO 8,0 14.40 14.16 26.875" 32.625" 4.0' 7,08' 4.0' 25 LBS PER SQ. FT ROOF LIVE LOAD 10 LBS PER SQUARE FOOT ROOF DEAD LOAD 1 2830 NO 6,4 - N/R N/A N/R 20LBS PER SQ. FOOT LIVE LOAD CEILING JOISTS FIXED - GREAT ROi 90 MPH BASIC WIND SPEED DINING R~ GREAT ROOM/ 707 4 3060 NO 13.31 65,24 56,56 30.875" 32,625" 7,0' 28.28' 28.D' WEATHERING -SEVERE DINING RRER TERMITE -YES 4 3014 NO 3,0 - N/R N/R N/A au1, DECAY -YES FIXED EISMIC -ZONE 1 KITCHEN/GAT S /SUNR001 KITCHEN/GATHERING 489 6 3060 NO 13,31 133.42 39,12 30.875" 32.625" 7.0' 19.56' 52.67 WINTER DESIGN TEMP - 3 deg F /SUNROOM 1500 LBS PER SQ. FT. ASSUMED SOIL BEARING CAPACITY 1 6068 YES 18.52 31.5" 78.625" 17,67 DOOR STRIP FOOTINGS ARE 16" WIDE X 8" TALL, UNLESS NOTED OTHERWISE 3 3014 NO 3,0 - N/R N/R N/R FIXED COLUMNFOOTINGS ARE 30"X30"X 12" DEEP UNLESS NOTED OTHERWISE _ 1 6014 NO 6,0 - N/R N/R N/R FIXED ALL STRUCTURAL HEADERS ARE (2)13/4" X S 1/2" TIMBERSTRAND ,UNLESS NOTED OTHERWISE TARP ~ FLOORJOISTS ARE 117/8" DEEP I-JOISTS AT 16" O/C UNLESS NOTED OTHERWISE 1 NO 8.68 N/A N/A N/A ~ C/~ FIXED r ~ 230 SERIES TJUPRO SERIES AS MANUFACTURED BY TRUSJOIST 2 PENT NO 5.38 - N/R N/R N/R V FIXED _ EXTERIOR WALLS ARE BRACED WITH 7116" OSB STRUCTURAL SHEATHING ALL SURFACES. NONON-STRUCTURAL FOAM SHEATHING IS USED. OWNER'S S~ OWNER'S SUITE 272, , 3 ; 3060 NO 13,31 48,93 2L76 30,875" 78,625" 7.0 10,88' 21.0' BEAMS ARE MICROLAM 1.9E BY TRUSJOIST OR TIMBERSTRAND 1.7E BY TRUSJOIST 3 30~ NO 3.0 - N/A N/A N/A FIXED AS INDICATED ON PLANS BEDROOM BEDROOM 2 152 1 3060 NO 1331 44.95 12,16 30.875" 32.625" 6.1' 6,08' 15.32' ~ ~ CONCRETE SLABS IN BASEMENTS SHALL BE 2500 PSI. CONCRETE SLABS INGARAGE 2 2060 NO 8.62 18.875" 32,625" 4.62 SHALL BE 3500 PSI, AIR ENTRAINED CONCRETE OVER VAPOR BARRIER, OVER BASE COURSE, & A MINIMUM 3112" THICK W/MINIMUM 4" GRAVEL BASE. ~ PROVIDE LIGI- ~L/ 'ROVIDE LIGHT FIXTURE CAPABLE OF PROVIDING 6 FOOT GRNDLES RT 30" ABOVE FINISHED FLOOR ~ PROVIDE 6" M 'ROVIDE 6" MAKE-UP RIR DUCT TO FURNACE GUARDRAILS SHALL HAVE A HEIGHT OF 36" AT ALL STAIRS & ALL RAISED SURFACES MORE THAN 34" ABOVE ADJACENT GRADE OR FLOOR LEVEL. SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE. ~~'1 HANDRAILS SHALL BE BETWEEN 34"AND 38" TALL, MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. HANDRAILS SHALL NOT BE SPACED LESS THAN 1112" FROM THE WALL, OR ANY OBSTRUCTION, THE HANDGRIP PORTION OF THE RAIL SHALL NOT BE MORE THAN 21/4" IN CROSS SECTION OR EQUAVALENT LIGHT & VENTILATION ~ GRIPING SURFACE SHALL BE PROVIDED. LIST OF DRAWINGS RLL HABITABLE ROOMS SHALL BE PROVIDED WITH RN ~ O ATTIC ACCESS OF 22"X30" MINIMUM SHALL BE PROVIDED TO ALL ATTIC SPACES OVER 30" IN HEIGHT 1 COVER SHEET AGGREGATE GLAZING RRER NOT LESS THAN 8 PERCENT FIRESTOPPING SHALL BE PROVIDED AS TO NOT ALLOW DRAFT OPENINGS BETWEEN STORIES OR BETWEEN 2 FOUNDATION PLAN OF THE FLOOR RRER OF SUCH ROOMS. FRESH AIR SHALL BE PROVIDED AT THE RATE OF 4 PERCENT OF THE TOP STORY AND THE ATTIC 3 FIRST FLOOR PLAN THE FLOOR AREA, UNLESS NOTED OTHERWISE. l J CHIMNEYS SHALL EXTENT AT LEAST 2'-0" ABOVE ANY PORTION OF THE ROOF, WITHIN 10'-0",BUT SHALL 4 ELEVATIONS CRAWL SPACE VENTILATION, IF APPLICABLE SHALL BE I~(`I' NOT BE LESS THAN 3'-0"ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. 5 SECTIONS & DETAILS PROVIDED BY MECHCRNICRL MEANS RT THE RATE OF n, M 1.0 CFM FOR EACH 100 SQUARE FEET OF CRAWL SPACE, SMOKE DETECTORS SHALL BE INSTALLED ON EACH FLOOR, OUTSIDE EACH SLEEPING AREA AND IN EACH 6 FIRST FLOOR FRAMING r""~ SLEEPING ROOM, SMOKE DETECTORS SHALL BE INTERCONNECTED WITH 110V AC AND HAVE BATTERY BACK-UP. 7 ROOF FRAMING ATTIC VENTILATION SHALL 8E PROVIDED RT R RATE OF Q 1 SQUARE FOOT OF FREE AIR TO EACH 300 SQUARE FEET OF ATTIC RRER, PROVIDED RT LEAST 50 PERCENT, BUT ALL BATHROOM EXHAUST FANS TO VENT DIRECTLY TO OUTSIDE AIR ALL CLOTHES DRY EXHAUSTS TO VENT TO THE OUTSIDE LESS THAN 80 OF THE TOTAL, REQUIRED VENTILATION IS GFI OUTLETS TO BE INSTALLED IN ALL AREAS REQUIRED BY NEC 210-8 PROVIDED IN TH UPPER THIRD OF THE ROOF, 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 ATTIC VENTILATION CALCULATION BE TEMPERED GLASS BUILDING CODE HOUSE ATTIC SQ. FT. ~2~4 OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PROTECTED WITH A 20 MIN. RATED DOOR. RESIDENTIAL CODE OF OHIO For One. Two andThree-Family Dwellings AVERAGE SQ. FT. OF 50FFIT VENT FACTORY BUILT FIREPLACE (IF INCLUDED) SHALL COMPLY WITH THE LISTINGS AND SPECIFICATIONS OF THE 2004 EDITION PER LINEAR FOOT OF SOFFIT .067 MANUFACTURER AND/OR THE LATEST ADDITION OF NFPA 211 WITH CITY OF DUBLIN AMMENDMENTS AVERAGE SQ. FT. OF FREE RIR FINISHED GRADE SHALL SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" IN THE FIRST 10'-0" PER LINEAR FT. OF RIDGE VENT .125 ALL METAL FASTNERS, CONNECTORS & OTHER HARDWARE, INDIRECT CONTACT W! PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL (TYPE 304 OR 316) OR BE GALVANIZED COMPLYING W! ASTM A123 (CONNECTORS) AND SQUARE FOOTACrE SQ, FT. OF ATTIC x .0034 (1/3001 =REQUIRED ATTIC VENTILATION A153 (FASTNERS) CLASS D STANDARDS FOR FASTNERS & HARDWARE. CONNECTORS & FASTNERS MUST BE OF THE SAME FIRST FLOOR - 2544 SQ!.FT. ,0034 MATERIAL TORESIST ELECTRO-GALVANIC ACTION. TOTAL - 2544 SQ.FT. LIN. FT, OF RIDGE VENT x .125 =ATTIC VENTILATION DUBLIN AMMENDMENTS 2 CAR GARAGE - 498 SQ.FT. ~ 125 1~$ THE GARAGE AND RESIDENCE AND ATTIC SHALL BE SEPERATED BY Sl8" TYPE X GYP. BD. CRAWL SPACE - 1125 SQ.FT. DOOR TO BE 20 MINUTE FIRE RATED BETWEEN GARAGE & HOUSE. UNFINISHED BASEMENT - 1426 S~.FT. LIN. FT OF 50FFIT VENT x .067 =ATTIC VENTILATION PROVIDE PASSIVE RADON MITIGATION SYSTEM- PER DUBLIN AMMENDMENTS FRONT PORCH - 32 SQ~.FT. ~ .067 DECK - 160 SQi,FT. RIDGE VENT AIR + SOFFIT VENT RIR =TOTAL VENTILATION PRDUIDED CHIMNEY TO TERMINATE WITH SPARK ARRESTOR/CHIMMNEY CAP ROOF TIE DOWNS TO BE PROVIDED- PER DUBLIN AMMENDMENTS 1~ ~ 1 of 7 ! ~ II I~ ~l n~ - - - NOTE ® -INDICATES NON-STANDARD 8'-0" 37'_0" 35'• 35'=4" 8~~ HEIGHT WALLS - RS NOTED. RLL OTHER WRLLS ARE 10'-1 1/8" HIGH, 18'_0" 6'-0" 9'-0" 3'-4" 8" 7'-2" 28-2 RLL STRUCTURAL HERDERS ARE 6020 3434 (2) 5 1/2" TIMBERSTRAND -UNLESS NOTED OTHERWISE. GLRSS BLOCK GLRSS BLK RLL STRUCTURAL HEADERS ARE BASED ON #2 SPF OR EQUAL, (MC19 or less), 0 ~ ' 7'-0"x4'_0" - ~ ¢ ~ 0 0 3040 CSMNT iv JOIST & BERM SIZES RRE BASED 11 7/8" I-JOISTS BY TRUSJOIST 0 17 0 ' P RED N - BERMS ARE BASED TRUSJOIST "TIMBERSTRAND" in . , 9-3 0 ~---,r---, O O ~ ~ Lr7 I I I r-, I o o W ~ i I I IW I x r----------------~--i D I I OR TRUSJOIST "MICROLAM" OR EQUAL, PER PLAN ~ W m~ I I PAIR MSTR GLASS BLK I I o (UNLESS NOTED OTHERWISE) AuLT I I -10'101/2 ~ uP I I BATH ~ W O I I - Dc6 i~ m I I N (V ' (h ~ W I I 00 _ _ 2 CAR ~ H ~ W° I I 1668 1-7 ~ ~ LAUNDRY I O W ~ O I I GARAGE ~~W, ~ ~ I ~X~ ~~X~~ U i~ o I I VRULT 5'-3 3" N W 2868 I I uP 1R/1S ~ /4 u 2868 (V m° ? I I 0 7668-BIPRSS O~ fD O X I I ' 0- m ~ I I 3'-10" ' - ~ - (D N d. PRIR ~ - (V i WALL HGT. Z t------------- ~ ~ ~ to 1R/1S N o . ~ ~ ~ ~ WIC ~ ; ~ 3._1.. 11'-31/4" 3 00 m i H N ~ ''i i _i N~ OL N (V i ~ ~ ~ ~ ~ ~ Co ~ c~ ~ ' ~ 1R/1S ~ ~ ¢ ~ ~ 2080 ~ 11-2 1/2 ~ ~ 2880 in ~ ~ 2680 ~ co , ~ 1R/1S CO 2~ ' 68 ` 'I - ~ (V ~ i m i~ > , I O o ? 36" D.V. F.P. ~ ' I o 4.. W 5'- 1/~" 7'-0" 5'~~ 1/2.. I 4._0.. 10'-g~' 3._1.. x ~ W x W I II II Q I 1T-1° I I I I U = I I A-A I I I U I I D U Om I I I , I~ ~ I I ~ 16x8 STEEL OVERHEAD DR. O I I I I IW _ Q I I ~ p I I I I I J ~ I I VAULT - ao , m I I I I I¢ 1 PIECE CROWN in J I I UP 6 0 ~ ? I I I I 13 ~ Q I I 6'-0" 16'_0" 2'-0" ao ~ N ~ ~ ~ ~ i O ~ X _ I I I I I~ ~ I I ? i H - I I VRULT I I I? ~ I I ~W> N ~ O W ~ I I UP I I I ? I I I I NHQ ~ d, i I I I I 1-0 DEEP I I I „ I W 1 ~ t ~°I ~ I I I I DROPPED BEAM I I 10 10 1/2 I • ° ! I I I I I I ° a~Z ~ a~ I d~ i ? .-a I I I I I I N t~-1 ~ W I I I I I I i fV i O H I I I I I I I m W I I I I I I I ~ (n -0 ~ I I I I I DRYWALL RRCH I I ¢ ~ I I I ~ O¢ - I I I in °m V U -----------------9° N~ UP I I I = I I ? DINING AREA DRYWALL ARCH m o ? I I I v 8 TEMP SCALE 1/4"=1'-0" o x { I 8" ROUND oc i i SIDELITE.~ o~ I COLUMNS ¢ I I N ~ . I m J I I~ 4'-8.. 1._4.. ~ ~ ~ I ~ FOYER ~ A-A o ~ i~ ~ I ~ Q I I~ tD A-A in ' I- ` 31 I ' 3068 ' V./ ~ m m ~ ~ ~ ~ il- I ~ I I in o 8" TEMP m 2r0u > > ` I X68 O[ I I 6068 SL.GL.DR. , ~ I ? I I SIDELITE Q Z~ U 6014 FIXED I ~ °D o ~ 22 -4 ' o N N o ? ¢ ? I 2x4 I ~ ~ _ ~ 4~ °m tv > I I I ? 10-101/2 N ~ ~ ~ I I SKYLIGHT OD `i 0'1 Qm I fV W - ~ ¢ I ~ BATH ~ t ' S'-6" o V 1 ` m ~ Z ~ I ~ (L ~ 0 om _ b I o ~ o 0 ~ ~ ~ ~ ~ m L~ ~ 01~ ~ z Z ~ ~ 500 N ~ H W C~ 1-PIECE 3 0;0 TUBISHWR ~ ? m ~ ~ ~ I DINING AREA DRYWALL ARCH ~ O (\J I SCALE: 1/4"=1'-0" t CC3 W ~ 0- I u~ `1 _ 13 0 I ~ ~ nom/) o _ I ~ ~ 0 m 3014 FIXED 3 1 N 5-8 0 4 FIXED 3014 FIXED I I 3060 3060 3060 3014 FIXED 3014 FIXED 3014 FIXED 4" 4" - r `I ~ M ~ 3'-5" 3'-6" 3'-6" 12'_11" 3'-6" 3'-6" 2T_0" 57'-4" 23'_0" FOYER DRYWALL ARCH SCALE; 1/4"=1'-0" 81'-0" 10'-0" WALL HEIGHT l EXTERIOR WALLS 2x6 SCALE 1/4"=1'-0" 3 of 7 _ ~ _ ~ ~4?. ~l~.. ^.a ~ c , a ~ A k, r • v ~ b a. ~E a f f< I s 1t ~t # ~ ; , ' ~ r ~r t~ 12 12 8 8 12 12 12 ' 20' RIDGE VENT 12 12 8 W 12 ~ s 12 VW1 1x8 FASCIA 1x8 FASCIA ~ V1 1x6 FRIEZE 1x8 FASCIA 1x6 FRIEZE 1x6 FRIEZE 1x6 TRIM ~ ~ ~ ® ~ ~ STUCCO ® ® ~ (V 1x6 1x ~ o ix6 1x6 RI TRIM STUCCO o TRIM TRIM o STUCCO ~ o F F . ~ z u. `t ~ ~ ~ 1x6 ~ v" t ~ ~ " . ~ Q ~ -~TRIM~ - ~ xT~`~T_~ ~ ~ 1x6 U 3 -0 HIGH _r . 'x~` ~ x`' ' ~~~~1 i ~ ~ lx6~y i ° ~TRI~~ ~~Y _ X~~ CULTURED ~ ~ . TRIM ' ~ ~ _ . STONE SCALE 3/16"=1'-0" rX . ~ _ ~ ~ _ ~ ~ ..fix... ~ CULTURED CULTURED 12 12 TO ~NRADE REAR ELEVATI ON STONE a TO GARDE $ 8 SCALE; 3/16"=1'-0" 16' RIDGE VENT 16' RIDGE VENT 12 8 V ~ 1x8 FASCIA 1x8 FASCIA 1x6 FRIEZE 1x6 FRIEZE 1x8 FASCIA 1x6 FRIEZE ~1! 1x6 12' RIDGE VENT ~ r~~~ TRIM 1x10 TRIM 1JI W/ CAP 1x6 12 .r,,,,~ TRI STUCCO 1~ STUCCO 12 12 COMPOSITION SHINGLES ~ 30 YERR-TRUE DIMENSIONRL-25D~ PER SQUARE-MAX 5 5/8" EXPOSURE 7 ~w - ~ ~ ~ ~ ~ ~ r c 12 10" x36" k$y - .,~}.,~~:w a ~."t~,, , 16'x8' STEEL OVERHEAD DR. DECORATIVE 12 LOUVER ~ TYP. ~ O , X ~ _ y~ r 3'-0" HIGH 3'-0" HIGH CULTURED ~ CULTURED f STONE STONE ~ ~ - Y ~F ~ C _ I l~ i , 1x8 ARCHED ~j SCALE 3/16"=1'-0" ~ ~ TRIM l 12 W/ 2x2 TOP 4„/ x - _ ~ u J,~~ 12 ~ r 1x8 FASCIA Iii -1x8 ARCHED - ~TR ~ 1x6 FRIEZE IM ~ 12 ~`7 W/ 2x2 TOP - _ _ 1~ ` ~ ~ - W LL, $ ~ ~ ~ - $ 4~ ~~1 - 12 _.~,I 8 ~ J~ ~ ~ - 1x6 ~ STUCCO ~ ~ -RIM STUCCO ~ ~n o , ~ ~ ,f ~ ~ ~ ~ . o N ~ OD ~ Ji. _ ~ r - TOP ,ter T .3- L FRONT ELEVATION 3'-0" HIGH SCALE; 1/2"=1'-0" 5CRLE; 1/~4"=1'-0° cuL s oN~ ~ ~l i I I I PERMIT NUMBER: CITY OF DUBLIN 07 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Lot Number: 3 Reviewer: E, PP Subdivision: Date: Address: 9D.Z3 o ~ .16-04 YES NO N/A ITEM DESCRIPTION 1 Is this a revision to a. Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades-are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for afront-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 ofservice 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, Floodwa , and Floodway + 20 feet is shown and labeled q ? FEMA FIRM Map Number:,31=801 SOC3 Effective Date: 09'- 2:7 • l 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown, 28 A north arrow is shown. ? 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: D/APPROVED 0 DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 1/17l2007 T~I_~Psl9inre•etir,nlPOT-TC'-YLAAif•D21r1L1 LANDMARK BURVEY 9 MORPONATED ®2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 3480-07-c DATE: 6/15,/07 FOR TRUBERRY GROUP HOUSE STYLE CUSTOM LOT/SUBDIVISION 39 TARTAN WEST SECTION 2 PART 2 CITY/TWP OF DUBLIN ADDRESS PORTOFINO PLACE SCALE 1 20' DRAWN BY: BKG P.B. 5 PAGE 175 MINI MS: R: 6' RA.TE O'!'PdEFi/Ci`IC ASSOC'.,A. REVIEI~I 5: 6' SIDE. 12' TOTAL AI;D / I'PI,OVAL (\1~\Y BE rUU!"FD CY DE( D ~F: 5' P,FFU(CA.NT IS PESPON0311 FGfi GC;viPLIA!4Cr VvITH ALL APPLICABLE RESIRICTIVE CONVEkANTS A,iJC DEEL' RESI 'ICI10NdS P.EOUIRED BY TLfLE. Rikepau _ de~talk Reba 14 CALL INSPECT INE TO° SCHED STM MH / TC=954.57 MAJOR FLOOD ROUTE POPTOFINO PL CE 5 Q XA EX. 18" SAN. Strut 1 es Required (BY OTHERS 9 .04 (CC-13751)) TCR95476 CALL. CITY -ORESTER BEFORE o B/C sa' ORDER At INSTALLATION SAN. MH WATER TAP TC=954.8 2 4WALK 32.11' 0 20' V SIDEWALK ESMT. - 955.0 N N - 04 5' ESMT. 9 g CALC o 6.0017, 8.33 7771 6.00' co SLOPE=7.0% 5' B/L 7 o a X rn 955.5 SAN. SERV. TAP EOS=945.1 0 I N PROPOSED Screen All mechanical nits n DRIVE I FROM PUBLIC R,O.W. CALL PLANNING DIVISION 9 .0 957.0 8,39' 9 6 8.33' $ 20.33' 1 6.20' 2.00' I n RESIDENCE I O N FF=959.2 p LOT 40 BA E s4s s I Ui I PINNING OF FOOTER I LOT 38 IS RECOMMENDED < IW I" FINISH GRADE ELEVATION RASIED 1.6' W/o c CALC 951 g 36.33' LOWER LEVEL I \ ITV ' ll 9° DECK c LOT 39 a0 20.00' 14.67' ~ 14.68' g99-0 Tree Protection F_ ncing 7 EX. CALMUST BE INSTal I r^ SPECTED 1D I EX TART OF ANY NSTRUCTION, AREA=6 72.68' g49 CALL PLANNING DIVISION R INSPECTION SOr Y~---~ r,HARDSCAPE AREA=37 16.2 SO. FT. NOTE: GARAGE FLOOR ELEVATION LOWERED 1.1' % COVERAGE=59.1% DE.8•Std- TO MEET MAXIMUM DRIVE SLOPE. NOTE: BUILDER TO MAINTAIN EROSION CONTROL NNOTE: ORTH WESTERNMOST PROPOSED FINISH GRADE TT0 COMPACTED GRANULAR BACKFILL Il 304 NOTE: BUILDER IS T'0 PROVIDE MEET POSITNE SIDE YAHOUSE CORNER 1.5' RD SLOPE. REQUIRED IN SANITARY M TREE PROTECTION DURING ALL SERVICE TRENCHES UNDER LATERAL PHASES OF CONSTRUCTION. NOTE: RAISED PROPOSED FINISH GRADE AT EAND [ WATER TE NOTE: WATER SERVICE SIZE = 4" SOUTHWESTERNMOST HOUSE CORNER 0.6' To PAVE[ DRIVEWAY MEET POSITNE SIDE YARD SLOPE. THIS PROPERTY IS LOCATED IN FLOOD ZONE X OF WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS COMMUNITY 390808 C- ..."'....~y/O OPREPARED FROM BTAINED FROM ENG NEEREDNSUBD VISE N BPLANS. THISN PLOT, PLAN IS PANEL 01508 EFF. DATE 9/27/1991 SCOTT 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 * D. * =USE IS STRICTLY PROHIBITED. GRUNDEI - S-8047 ; All STE ~J 6/18/07 ~0NA~-15~SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 Ei+,'CI, 'EER1NGCOMPtdANCE ZONING C()MpLIAN0F- City of Dublin AMIOVEC) AS NO EO I HEREBY CERTIFY THAT 114E APPROVED AS NOTED C1-1( Of 01, BUN, OHIO GRADE ELEVATIONS SHOWN ON EPP 0-7. 1(0-07 THIS PLOT PLAN ARE THE RESULT OF AN "AS BUILT" SURVEY PERFORMED ON DATE STATURE E r p ~a F - - - _ - - ~ w _._~rn_____ ~ ~/1 r ~~T ~ ~~..r~~Y~ '3 ~;,F~, i~'~ 1. - - - _ ~~StN; S (4p ~ ° 1 y. r f-~ Y ~ L a ~r~T { i 3"6'x'"1 .7~`""V Y ~^.;n~ yS x,°,y" ~'.v :F pF,~s r T~t .e.Y. ~;~..~hA,~„~~a~ Y~ ~'„~P,,p, ~y7~n ~ rw' L ' FRONT ELEVATION E L N TES G NERA 0 0 WINDOW SCHEDULE -JELD WEN VINYL COLONIAL SERIES SINGLE HUNG ~ STRUCTURAL MEMBERS ARE BASED ON THE FOLLOWING DESIGN CRITERIA.: 40 LBS PER S .FOOT LIVE LOAD ALL LIVING AREAS Q GLAZING TOTAL REQUIRED EGRESS EGRESS CLERK REOUIRD ACTUAL WINDOW LOCATION SgQOFT, OURNITY WgIZEW TEMiPERED PER UNIT GLAZING GLAZING WIDTH HGT. OPENING VENT VENT 10 LBS PER S UARE FOOT DEAD LOAD ALL LIVING AREAS WINDOW l Q 40 LBS PER SQUARE FOOT STAIRS 60 LBS PER SQUARE FOOT LIVE LOAD EXTERIOR BALCONYS STl STUDY 177 1 2840 NO 8.0 14.40 14.16 26.875" 32.625" 4,0' 7.08' 4.0' 25 LBS PER S . FT ROOF LIVE LOAD Q 2830 10 LBS PER SQUARE FOOT ROOF DEAD LOAD 1 NO 6.4 N/A N/R N/A FIXEq 20LBS PER SQ. FOOT LIVE LOAD CEILING JOISTS GRERT GREAT ROOM/ 707 4 3060 NO 13.31 65,24 56.56 30.875" 32.625" 7 0' 28 28' 28 0' 90 MPH BASIC WIND SPEED DINING DINING RRER WEATHERING -SEVERE 3014 TERMITE -YES 4 NO 3.0 N/R N/R N/R au,L FIXEq DECAY -.YES I KITCHEN/( KITCHEN/GATHERING 489 6 3060 NO 13.31 133,42 39.12 30.875" 32.625" 7.0' 19.56' 52.67 SE SMIC -ZONE 1 /SUNK WINTER DESIGN TEMP - 3 deg F /SUNROOM 1500 LBS PER SQ. FT, ASSUMED SOIL BEARING CAPACITY 1 6068 YES 18.52 31,5" 78.625" 17.67 DOOR STRIPFOOTINGS ARE lb" WIDE X 8" TALL, UNLESS NOTED OTHERWISE _ 3 3014 NO 3,0 - - N/A N/A N/A COLUMNFOOTINGS ARE 30"X30"X 12"DEEP UNLESS NOTED OTHERWISE FIXED ~ - 1 6014 NO 6,0 - N/R N/R NiA FIXEq " OTED OT RWI E ALL STRUCTURAL HEADERS ARE (2)1314 X 5112 TIMBERSTRAND , UNLESS N HE S TRAP 1 NO 8,68 N/R N/A N/R n , ~ FLOOR JOISTS ARE 117/8" DEEP I-JOISTS AT 16" OlC UNLESS NOTED OTHERWISE FIXED 230 SERIES TJUPRO SERIES AS MANUFACTURED BY TRUSJOIST PENT U 2 NO 5.38 N/A N/R N/A FIXED EXTERIOR WALLS ARE BRACED WITH 7/lb" OSB STRUCTURAL SHEATHING ALL SURFACES. NONON-STRUCTURAL FOAM SHEATHING IS USED. OWNER'S OWNER'S SUITE 272 3 3060 NO 13,31 63.33 21.76 30.875" 78,625" 7.0 10.88' 21.0' n, 2 3030 NO 7,2 - - N/R N/R N/R BEAMS ARE MICROLAM 1.9E BY TRUSJOIST OR TIMBERSTRAND 1.7E BY TRUSJOIST FIXED - - AS INDICATED ON PLANS 3 IXED NO 3,0 N/R N/A N/A CONCRETE SLABS IN BASEMENTS SHALL BE 2500 PSI. CONCRETE SLABS IN GARAGE BEDR( BEDROOM 2 152 1 3060 NO 1331 44.95 12.16 30.875 32.625 6,1 6.08 15.32 VJ SHALL BE 3500 PSI AIR ENTRAINED CONCRETE OVER VAPOR BARRIER OVER BASE COURSE, & A MINIMUM 31/2" THICK Wl MINIMUM 4" GRAVEL BASE. 2 2060 NO $.62 18.875" 32.625" 4,62 GUARDRAILS SHALL HAVE A HEIGHT OF 36" AT ALL STAIRS & ALL RAISED SURFACES MORE THAN 34" ~ PROVIDE L PROVIDE LIGHT FIXTURE CAPABLE OF PROVIDING 6 FOOT CANDLES RT 30" ABOVE FINISHED FLOOR ABOVE ADJACENT GRADE OR FLOOR LEVEL. SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW THE PASSAGE OF A 4"SPHERE. PROVIDE 6 PROVIDE 6" MAKE-UP AIR DUCT TO FURNACE ~ C'C3 l HANDRAILS SHALL BB BETWEEN 34" AND 38" TALL, MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. HANDRAILS SHALL NOT BE SPACED LESS THAN 1112" FROM THE WALL, OR ANY OBSTRUCTION. THE HANDGRIP PORTION OF THE RAIL SHALL NOT BE MORE THAN 2114" IN CROSS SECTION OR EQUAVALENT GRIPING SURFACE SHALL BE PROVIDED. LIGHT & VENTILATION ~ LIST OF DRAWINGS RLL HABITABLE ROOMS SHALL BE PROVIDED WITH RN _ ATTIC ACCESS OF 22"X30" MINIMUM SHALL BE PROVIDED TO ALL ATTIC SPACES OVER 30" IN HEIGHT 1 COVER SHEEN' AGGREGATE GLAZING AREA NOT LESS THAN 8 PERCENT OF THE FLOOR RRER OF SUCH ROOMS. FRESH RIR FIRESTOPPING SHALL BE PROVIDED AS TO NOT ALLOW DRAFT OPENINGS BETWEEN STORIES OR BETWEEN 2 FOUNDATION PLAN SHALL BE PROVIDED RT THE RATE OF 4 PERCENT OF THE TOP STORY AND THE ATTIC 3 FIRST FLOOR PLAN THE FLOOR AREA, UNLESS NOTED OTHERWISE. CHIMNEYS SHALL EXTENT AT LEAST 2'-0"ABOVE ANY PORTION OF THE ROOF, WITHIN 10'-0",BUT SHALL 4 ELEVATIONS CRAWL SPACE VENTILATION, IF APPLICABLE SHALL BE NOT BE LESS THAN 3'-0"ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. 5 SECTIONS & DETAILS PROVIDED BY MECHCANICRL MEAN5 AT THE RATE OF ~ M 1.0 CFM FOR EACH 100 SQUARE FEET OF CRAWL SPACE. ~ SMOKE DETECTORS SHALL BE INSTALLED ON EACH FLOOR, OUTSIDE EACH SLEEPING AREA AND IN EACH 6 FIRST FLOOR FRAMING SLEEPING ROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED WITH 110V AC AND HAVE BATTERY BACK-UP. 7 ROOF FRANIlNG ATTIC VENTILATION 5HRI-L BE PROVIDED AT A RATE OF C~ 1 SQUARE FOOT OF FREE AIR TO EACH 300 SQUARE FEET OF ATTIC RRER, PROVIDED RT LEAST 50 PERCENT, 8UT ALL BATHROOM EXHAUST FANS TO VENT DIRECTLY TO OUTSIDE AIR LESS THAN 80 OF THE TOTAL, REQUIRED VENTILATION IS ALL CLOTHES DRY EXHAUSTS TO VENT TO THE OUTSIDE GFI OUTLETS TO BE INSTALLED IN ALL AREAS REQUIRED BY NEC 210-8 PROVIDED IN TH UPPER THIRD OF THE ROOF. 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 ATTIC VENTILATION CALCULATION BE TEMPERED GLASS BUILDING CODE HOUSE RrTIC So. FT. 32~ OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PROTECTED WITH A 20 MIN. RATED DOOR RESIDENTIAL CODE OF OHIO For One. Two and Three-Family Dwellings AVERAGE S0, FT. OF SOFFIT VENT FACTORY BUILT FIREPLACE (IF INCLUDED} SHALL COMPLY WITH THE LISTINGS AND SPECIFICATIONS OF THE 2004 EDITION PER LINEAR FOOT. OF SOFFIT .067 MANUFACTURER AND/OR THE LATEST ADDITION OF NFPA 211 WITH CITY OF DUBLIN AMMENDMENTS AVERAGE SO. FT. OF FREE RIR FINISHED GRADE SHALL SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" IN THE FIRST 10'-0" PER LINEAR FT. OF RIDGE VENT .125 ALL METAL FASTNERS, CONNECTORS & OTHER HARDWARE, IN DIRECT CONTACT W/PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL (TYPE 304 OR 316) OR BE GALVANIZED COMPLYING W! ASTM A123 (CONNECTORS) AND SQUARE FOOTAGE S0. FT. OF ATTIC x ,0034 (1/3001 =REQUIRED ATTIC VENTILATION A153 (FASTNERS) CLASS D STANDARDS FOR FASTNERS & HARDWARE. CONNECTORS & FASTNERS MUST BE OF THE SAME FIRST FLOOR - 2544 SQ.FT. 32,E ,0034 ~ MATERIAL TORESIST ELECTRO-GALVANIC ACTION. TOTAL - 2544 SQ.FT: LIN. FT. OF RIDGE VENT x ,125 =ATTIC VENTILATION DUBLIN AMMENDMENTS 2 CAR GARAGE - 498 SQ,FT. ~ ,125 1~. THE GARAGE AND RESIDENCE AND ATTIC SHALL BE SEPERATED BY 5/8" TYPE X GYP. BD. CRAWL SPCE - 1125 SQ.FT. DOOR TO BE 20 MINUTE FIRE RATED BETWEEN GARAGE & HOUSE. UNFINISHED BASEMENT - 1426 SQ.FT. LIN. FT OF SOFFIT VENT x .067 =ATTIC VENTILATION PROVIDE PASSIVE RADON MITIGATION SYSTEM- PER DUBLIN AMMENDMENTS PORCH - ~2 SQ.FT. ~ .067 12.4. CHIMNEY TO TERMINATE WITH SPARK ARRESTORICHIMMNEY CAP RIDGE VENT AIR + SOFFIT VENT RIR =TOTAL VENTILATION PROVIDED I- ROOF TIE DOWNS TO BE PROVIDED- PER DUBLIN AMMENDMENTS L 1 of 7 THESE DRAWINGS HAVE BEEN REVIEWED FOR AND APPROVED PLANS MUST BE ON SHALL COMPLY WITH THE ~Jr FQRA~ INSPECTIONS. 2008 EDITION OF THE w RESIDENTIAL CODE OF OHIO c AS AMENDED 107 35'-4" " 8'-O" 37._0.. 7'-4" 2'-$" 27._0.. ~ ,.0 p~ ,,0 o% 4 3216 ' r r----^------^------------ , I I ~h I r-----------^----------- I I 0 I I I I ~~s I I SUM I I ~ i ~ N I I I I A, I ~ I ~~~TT~~ I I I I I I I ~ I I I I ~ I i~ I I I I I ~ W I I - ~ I I~ I ~ I I l I I ~ I O I ~ I I I I ~ rw^ !A I II- p l I I I w l I FLOOR DRAIN I I I I I I v, I I i~ FOR LAP POOL I I I I ~ ~ I i~ BY OWNER-000RDINATE ~ i ~ I I I I EXACT LOCATION ~ p l I ~ o I I I ~ I I O I I~ ~ I N I ' I I I I d Ix I I ~ I I m l I~ FLUE I I i I I I H I Im i I I ! 3 1 I I I I I ~JNEXCA~(~TED ~ Z 4" CONC. SLRB OVER I i - ~ h l Imo' I I I i I CRAWL SPA..C~ IN i I I 4" GRAVEL BRSE i I I I" VAPOR BARRIER OVER I I I I °D I I I l i 4" RAVEL B SE I I I I G R I i I I I i w oc ~ I o I 0; I I I „ I I r, r_______I~ I 14 0 16"x16" PIER ON I I o H i I 6x6 TREATED POSTS I I ~ _ _ _ . _ N ~ i r~ I ON 16"x8" DEEP CONT. r I I I r„ "----,il I 24 x24 x12 POURED I I I I I I I I ~ g l I r- ~ CONC. FOOTING (TYPJ I I CONCRETE FTG. ~ I W8x28 STEEL BERM II„ / I I I I I I I I ~J I I 4'-0" LONG I l ~ q i I I ~ I I I I I ~ I i I i' , ~ ~ ao 1 I I II ii, ~iNl I I I m I I I I I 21._4.. ~ =,JI 27-0 I i I - O I I I I O I I I I I ,r-, I I I I I I l ~ I I III I I I i c0 I I II I I l T .__r_-a i ill' I I I I I O I rt I l I RT 16 0/C ~__---111 I I I I I I , I l BATH i it I I DOWN 2 CRS I U I ~ , I - - i I I I llii ~1 i;, ° ~~I I I d~ I I I ~i I u , i~ % I i I I I ~R i I ~ I O I;~; ~---~Il I I I I I I I 4 I I N i I I 5'-9" 16'_6" 1'-9" b I I I I I 11- I I I I I I I I 07 I I I ~r ~ I I I ~ I I ~ I I I I A-A I \ ~ I I l I I J l I '-a I I I I 1i_ou ,_o„ ~ aus ~ I l DECK I I rn l i I i Dc h°` I (7, Il , ABOVE ~ I i x l I I I I O I I 'd, l I I I I I I ~ I I~ ~ I I I Il I I Im u I r--------__---------- I I I I I 4 CONC. SLAB OVER l - l I 6 MIL VAPOR BARRIER' OVER fV Il IN , I r--------~ ~ l l I I i ~ 4' GRAVEL BASE „0 I I I l ~ l i I I I ,,0 0 I I I lf y~~~~T~~ii~ I l I I I F 0 I I I I L~~~~Staa.L~J I -A - l I ~ 9 0 I I I I 14 CONC. SERB OVERT I I I I I I I I I 4" GRAVEL BASE I 11 I I I r-----------~ I I I I I l it I I I i i I I I I I l I , , I I I I I I i i I I l I 4" SORP RT ~ ~ i PORCH II W8x28 STEEL BEAM , I I i ~ ; I I I I I r----^-------- 21-3 LONG ~ ~ I I I i i i l ~ l I I i I I ~ i 6-Q I I I I I 21-0 I I I I I I I I I d~ I l l I I I I I CRAWL SPAC I I t` I - I I In I I I VAPOR BARRIER OVER I I I ~ I I 2X6 STUDS I 4" GRAVEL BASE I I w l I AT 16 0/C I I I I ~ I I 4 DIR. ADJUSTABLE I I I w l I %p STEEL COLUMN ON I I I I I I ~ ~ I 48"x48"x12" POURED l I I I ~ o f I ~ CONC. FTG. (TYPJ I I I n1 l I W/ (4) #4 BARS ER. WRY l I I I I I I I I I UNLESS NOTED OTHERWISE I l I I I I I i I I I I I i - l I ~ I I 17 0 i I I ~ I I UP I I I I I 15 l I I I I i I l I I l I I I I i l I r-----_-^---------------_-~ I I I i I 6 - 3216 3216 p' S . ~ ~ ~A ~S ~ ~ ~ c~ 10'_0" 2'-8" 10'_8" 2'-8" 31'_4" o 57'-4" FOOTINGS W{TN REINFORCING SHALL COMPLY WITW SECTION 81'-0" 250.50 OF THE 2005 NEC. 3 ii~~~~~ a; Y SCALE: 1/4"=1'-0" r„ ~.~~i ~ a; ~~h~ W 13 COURSE BASEMENT w 2a of 7 i NOTE; ® -INDICATES NON-STRNDARD 8,_0.. 37,_0.. 35'-4" 8" HEIGHT WRLLS - AS NOTED. RLL OTHER WRLLS ARE 10'-1 1/8" HIGH. 3'-6" 11'_0„ 3'-6" 6'-0" 9'-0" 3'-4" „ 7'-2" 28'-2" RLL STRUCTURAL HERDERS RRE 6020 3434 (2) S 1/2" TIMBERSTRRND -UNLESS NOTED OTHERWISE. 3030 3030 GLASS BLOCK GLASS RLL STRUCTURAL HEADERS RRE BRSED FIXED FIXED BLK ON ~2 SPF OR EQUAL, (MC19 or less). 0 \ ~ TOP ~ 9'-0" r TOP ~ 9'-0" ° ° 7'-0"x4'-0" \ j ~ , 3040 CSMNT iv JOIST & BEAM SIZES RRE BASED 11 7/8" I-JOISTS BY TRUSJOIST a' 17 -0 ~ P RED N BERMS ARE BRSED TRUSJOIST "TIMBERSTRAND" I II I OR TRUSJOIST "MICROLAM" OR EQUAL. PER PLAN ~ o? N ~ I IW I o W r------------------~r D IL_JI w ° H 1 I PRIR MSTR GLRSS BLK ~ I L _ w L__-J -1U~i01/2 o (UNLESS NOTED OTHERWISE) RULT I I i~ w ~ uP , , BATH ~ I _ ~6 = o I N ti c~ N OD m ~ ? ~ I 2 CAR ~ ~ o W I I ~ m H o I I 1'-7~~ ~ LAUNDRY i~ ~ f~ , I 1668 r ~ ? I I fD I I ARA G GE ~x~ d~ ~ I I m cn I- I i U IQ QI - o I I VRULT ~ 5'-3 3/4" N ~ 2868 2868 d. ' m 1 I UP _-_1R/1S - N i m o ? 1 - - - 0 5068-BIPRSS o w I I ~ ~ O~ (D o ff I I ~ ~ fD N d. I ~ PRIR 3 10 ; N i I (A i\ N i WALL HGT. z 11'-31/4" N 80 t------------- ~ ~ ~ ~ 1R/1S N o N ~ , WIC , \ 3._1., m / F N V ~ i~ N i b fV 1R/1S (V i ' a' .2080 ~ 1121/2 ~h . > ~ I- 2880 in ~ ~ 2680 ~ in CO 1R/1S CO 2A / 68 \ ,~I z fD ~ > , I - W o o 4,. m ? \ \ 36" D.V, F.P. ~ I W 5'- 1/~" 7'-0" 5'}~ 1/2" I 4'-0" „ 10,_8" 3'-1" W I II II ~1 0 O I 17'-1" I I I I U = I I U A-A ~ ~ ' ' ~ ~ " ° - O ~o I I I I I¢ ~ I I a O I I I I I J _ ¢ I I VRULT 16x8 STEEL OVERHEAD DR. i O I I I I I J ~ J I I 6i_pu ao 6'-0" 16'_0" 2'-0" \ ~ m x ~ I I IIQ 1 PIECE CROWN m J 1 1 UP ~ I i I 1 1~ '-a ¢ I I tV ~ ~ I I I I I Q I i 0 0 . i p ~ c I I VRULT I I I? I I r---------------~ mXm O \ I I UP I I I , n ? I I I I N H¢ ~ ~ ~ GHQ ~ In ° ~ 0'1 ~ I I I I I 1-p DEEP I I I 2„ I IL ~ ~ i o ~ ? I I I I DROPPED BERM I I 10 10 1/ N (h O W ~ I I I 1 1 I I L--.----.---------J auZ O H~ I I I I II O m I I I 1 1 I I N fV I I I ~ I I I I ,_p„ i i_On d' 0 I I I I I I I ~ OU) m I I I I I DRYWRLL RRCH I I ~ oQ I I I !L ~J m o ? VRU T I I _ c~ co W I X UP I I I ~ ? m DINING AREA DRYWALL ARCH o ff I I = 1 1 $ TEMP w I ~ I I SIDELITE SCALE 1/4"=1'-0" i 8 ROUND ¢I I ~ ' I COLUMNS I I N ~ - ~ I m J I I~ 4-8 1-4 A-A \ ~ FOYER ~ _ A 2 -0 ' J ~ ~ \ I 3 i i in 3068 m m 8~~ ~ ~ ~ ~ ~ ~ ~ I orc I I U 8 TEMP ~ > ` 6~ ? I ELITE 6068 SLGL.DR. , \ I 7 I I S D --------9 ~ H~ ' U - - - - - , I ~ ~ ~J 6014 FIXED 22,_4" ° N o O I N m m 0 ¢ ? I 2x41 ~ „ ~ ~ fV ~ o N ~ i I I ? 10 -10 1/2 OD ~ m w , I I SKY4.IGHT 1 (V --J W 00 • oc Q i a BATH ~ in ' S'-6" a O m ~ z 1 - c°n o ?m . 0 1 0 0 0 °m fD m ~ c~ ~ m ~ ~IQ n d' ~ Z Z ~ m ~ 5 -0 N ~ H z 0 SORK 3 ~ I r 010 TUB r ALL AR H DINING AREA DRYW C ~ o o m m o I °m W ~ 1 , SCRLE; 1/4"=1'-0" ~ CC,3 ~ C` 0 ~ 13 0 I ~ ~ oo ~ b 1 OC ~ q in ti m 3014 FIXED 3014 FIXED 3014 FIXED N I i ~ 3060 3060 3060 3014 FIXED 3014 FIXED 3014 FIXED ~ ~ ~ V R~. , ~~~s ~ ~ ~ 3'-5" 3'-6" 3'-6" 12,_11" 3'-6" 3'-6" 27'_0" ~~R~~ P~ 57'-4" 23'_0„ " FOYER DRYWALL ARCH 81'-0" 10'-0" WALL HEIGHT AN EXTERIOR WALLS 2x6 3 of 7 i i _ 12 12 8 8 12 12 12 20' RIDGE VENT 12 12 W 8 12 W 12 U1 1x8 FASCIA U1 1x8 FASCIA 1x8 FASCIA 1x6 FRIEZE 1x6 FRIEZE 1x6 FRIEZE ® ® STUCCO ® ~ ® ® (V 1x6 TRIM 1x6 1x6 0 0 1x6 1x 6 TRI ~ o TRIM TRBM o UCCO TRIM ° ST STUCCO ~ ~ b ~ ~ ~ ~ ° a R =fix:: ~ .t y,,.~.~ F s,d ~e~,f.rFCy~~-~ a .~v,:)~_, ..g{~T,,~~i„~ ~A- ~.i,~,~° ,~~,~1;~.,~. }7,,.,A~ ~ -4a~'' 'fi r ~ . :,nF ~m. ~ ~ .,L.. - a, - Ltd„,.. }`.,~,.51.,r,~! ~ry~..}..;~ h.. A w,_'~.~,,.ta G.,.p.. ! .,,r~ T ~ . `..e .r a ! ~ e• ~ l i~a ~ t .r-- ~ ,a. fg ~ ` ° 1 r - ~ , ~ 1x6 ~ k ; ~W~ • ~ ,K.~ .~~tn~~. ~ F ~ s ~ ~a.-~~. , n .a.3 ~c ~r 1 ~~.t:,-. f ~ fit. ~ v'f T ~ p ~ ~ 1x6 3-0 HIGH „~..~_-4 -~~;,.~~r~:..,,,y. ~ ~ ~ r" 1x6 ~ ~ ~ ~'"TRIM' 1.,,~. ~ i' ~ TRIM ~ ~z ~ ~ ~ CULTURED r. r , STONE . ,~T _ SCALE; 3/16 -1-0 ~~~~~_~.°_~:~.a~;~ ~~w~. ~s, R CULTURED REAR ELEVATION CULTURED au~ STONE STONE TO GRADE TO GRADE 12 12 8 8 SCALE: 3116"=1'-0" 16' RIDGE VENT 16' RIDGE VENT 12 8 v~ c~ 1x8 FASCIA 1x8 FASCIA 1x6 FRIEZE 1x8 FASCIA 1x6 FRIEZE lx6 FRIEZE 1x6 12' RIDGE VENT ~ ~-i TRIM 1x10 TRIM W/ CAP 1x6 STUCCO ~ t~ TRI STUCCO 12 12 COMPOSITION SHIN~G~ES a~~~.t,~ i ? 3D YERR-TRUE DIMENSIDNRL-250a PER SDUARE-MRX 5 5/8" EXPOSURE 6~~u _ u o ~y- ]r 'ka v.% ~ ~ ~ a:. 4 ptk ~ ~ .v~ ~ " i~aa ~ h ~ p~1 ~ ~ ~ i C G^p ~ ~~,m^, ~ _ r-~3.m~~ . ~ ,~a. u_ x~ ~ ,mot p~ r a ~ ,,,L„ Jam, r -..y. Z ~.a 6 r ems., T',.,. m. A. -.w~ ....,a. Y'~"' `",~yr9 E'a.m'' ^`4 S ~ w~~Y I a~x-,,..^.. ~ .,,~i ~n,.j<.. ~.1~... r e~~~~~~. l ~ ~ , 10" x36" , ~ ~ r ;rhHIi, ~„„,ask k A n k ~ k~ P ~ 1 ~ . g,°~e µ 1- per, DECORATIVE 12 . ~ ~ 3 ~T.~~ ~ _ - ~ _ ' ' 16x8 STEEL OVERHEAD DR. ~ LOUVER r ,may,. TYP: w,-,~.- ~ ~ _ I_ II 1_ II ,~~`~..r , _u~,. b~- 3 0 HIGH 3 0 HIGH ~1~ ~ :~~..1~ - ~ ° _ r ~ CULTURED CULTURED s ~ - m.,~..~~..~, ~ ~,~m STONE STONE ~r ~ a(~ F~~;~ 1x8 ARCHED ~ via 11. 1 II ~ ~ ~ C _aEa , ~ ~ TRIM 5CALE~ 3/16 1-0 rx ~~,f ~ ,a~~ W/ 2x2 TOP V~/ ` r:R.~ - 7 ~~"t ~ l_~ t ~ V . ~ h ~ ~ ~ f ~ 1x8 FASCIA .,.1x8 ARCHED - ; . . ~ 1x6 FRIEZE ~ ; TRIM ~ i.;._. .~:.t_~ 4~ P 1 ~i i 12 W/ 2x2 TOP ~~,R ' k 4` r ~ ~Rr ~ yti ~l Ali 8 ~ ~ 8 ~ lI ~ ~ ~ , a~.ym~~~m.;t~' ~s F, ~l ~'u~ ' ~ f~ 8 _ ~s~ I ~ ~ r ~ z.~, ~k:~, 1x6 ~ ~ "`.r(",_, STUCCO T° RIM STUCCO ..f .t~ . o , ~ ~ w, I ¢J k 7;.~ ~ ; All ~T' ' ~ 1 i~ ~ f P R J . v - II2I. - S I' YTT 't",~-A.~, ~'{(y'~~ t=' 1 }t r~ YP ~ ~ 'lI~ / ~ ..._.I~.. ri ~ ' d.:. t ~ _ fLn ~ i. ~~+,`,L ~i-.-. y R ~ a J1. ,,,,~,~°*`M,y ,~c.4 4 •R_ _fA 1 ~ j i~~J1 ~ ~l ~ll ~.7\,'. TOP ' ...y~. t.,.,....fi w i . ..,....,wr i ,.~~,1- ~ ',Y f, . Fr ~ ,e'F ~ ~ ~ az1° R b. y:~ ~ }r ~ _ ~°°Y' 1. ~ ~ _i I _ ~-1, ~ ~ ~ FRONT ELEVATION 3'-0" HIGH SCALE, 1/2"=1'-0" . ~n 1 ,n n 1 ~ VV ~ SCRLE~ 1/'4"=1'-0" _ ~ cuL ~u~REO L~ ~f ` " ~ ~ m a ~ R-19 2x6 FRAMING BRTT INSUL. a ~ w 4" CONC. SLAB 6" CONC. ~ ~ w BLK. o~ t 2 RIGID ~ 0 10 ~ INSULATION ! 0 24" HIGH-MINIMUM - ! POURED (R-4.5 MIN.) ~ ~ w L° CONC. ~ co . co = FTG. ~ ~ i cH ~ VER pitch ; 1x8 FASCIA 0 \ r ~ r 2x6 SUB FASCIA ,.R-30 fV ::::ATTIC ALUM ::::~~~~~NSULRTION ~ C~ GUTTER _ 15 RISERS @ 7 5/16" ~ x2 ERVE ' =9'-41/8" Q BAFFLE SCALE; 1/2" = 1'-0" 3/8 PLYW D ~ 14 TREADS @ 10" Z SOFFIT =11'-8" ~ ~ H OVERHANG PER PLAN 0 FRIEZE U PER PLAN BASEMENT FIBERGLAS© DRAINAGE & INSUL. BOARD ~ EXT. FND. 0 Q WATERPROOFING MEMBRANE STAIR SECTION aus 0 SCRLE, 1/2 - 1-0 BACKFILU Q 1 R-13 INSULATION ' : . e PER SPECS. ~1 ~ • 8" CONC. BLOCK SEE ELEVATION FOR ''GRRV~L'• EXTERIOR 2x6-16" O.C. STUD WALLS ' ~ • ;..;1 W/1 1/2" DRAINS ' THRU WEEP HOLE5 '°'`'•I 6'-0" O.C. MIN. 12 VAPOR BARRIER • 7/16 SHEATHING 3/4" T&G PLYWOOD 'J• $ ~ (NAILED AND GLUEDI ~ ~ BUILDING WARP ' POURED CONC. FTG. ~ ~ 11 7/8" TRUSJOIST W"'"'-' • RIM BOARD 11 7/8" I-JOIST - F -D I EXT. U ~ ~ SCALE; 3/8"=1'-0" I50 I ~ 2x6 MUD SILL ~ ~ W/ 1/2" FIBERGLASS SILL SEALER 1/2" ANCHOR BOLTS ~ ~ 6'-0" 0/C AND WITHIN 12" OF CORNERS. MIN. 15" EMBEDMENT 0 Q~ ' 0 o H 2 3/8 INSULATED o z DRAINAGE BOARD ~ o w • R-10.0 m w o . #8 BARS @ 4'-0" 0/C c~ ~ 0 TYPICAL 13 COURSE WALL ~ ~ _ ¢ ~ • o o TOP OF COURSE 13 - Cd ~ ~ o0 'J • ~ WEATHER LIP ~ GREAT R( GREAT ROOM ~ ~ .o. ' r+ • O i .a'.i ~ O FOYER ~ C'~ ~ 6 4" ARAGE G SLAB OVER 4" ~ ~ b 0 ;.i F=+S'-4" GRAVEL BASE GRAVEL BRCKFILL FOOTING DEPTH AT 16 x8 CONC. @• GARAGE DOOR MAY 8 CONC. BLOCK FOOTING p' VARY TO MAINTAIN REO'D. DEPTH FOR WEEP HOLES -16" O.C. FROSTLINE. CRAwL (V ~ \ ~ ` ° . 3 1/2" CONC. CEM. COVE , co SLAB ~ UNFINISHED .1 O ~ ~~Y ~ 8 x16 CONC. : ° ; ' ' ° : ' ' SGRLE° 1!2 1 0 m ' ~ ~ _ FOOTING ' , i x ~ k - v~ ~r'~ ~y ~ ~M~ ~ ~ y~~ ~ ~ '1. ao 4" GRAVEL • r ~ BASE 3" DIR. PLASTIC FELT FLASHING PERF. DRAIN TILE ~a ~ D~'~`t`~~ ~ f~~Gi3 , ~~~.br3 ~~~~p P~~ SCALE; 1/4" = 1'-0" aa~~ , SCALE; 3/4"=1'-0" 5 of 7 i i i NOTE. FLOOR JOISTS ARE 11 7!8" I-JOISTS BY TRUSJOIST 36'-11" 11'_2" OR EQUAL AT 16" 0/C FLOOR FRAMING SHOWN HELD IN 1/2" ~ PERIMETER ~ - I\ it c ~ 0 I I ~ tV i1 I \ ~ I I \ ~ I I / I I ~ I I Sj I I ~ I I \ I I ~ \ I I ~ \ I I I h~ I~ ~I ! - - - J W ~ Z ~ H IL ~ O W ~ ~ H W ~ O ~ E W ~ i I (D m 0 2 1/2" ~iz~, 0 U E w m ~ - U--------- x ~ N - N (p 0 ~ - h---------- at~Z --w--------- i 00 x I i - 5~_~~~ u 6~_0~~ 4~ ~ C) ~ o ~z 4~ i, ~ o0 ~o ~ c~ ~ xW Z I I. m a I I I , ~ ~ x N • m - p, ~ c~ I m~ ~ - ~ ~ N (V ~ I / ~ \ E d. ~ d' ~ I'~- I ± I ~ c ~ ~ N ~ I ~ ~ II ~ 1 I \ ,,i / c~ L_ ~ ~ I - - 36'_1" 1T_7" ~ ~ i 0 0 THEN 16" O.C. 16" ~ ~ 4~ ~ ~ 57'-3" 0 ~ , ~ ~°4 9~ ~ ~ c' I T F PLA F RS FLOOR RAM G N IN 9~~~ p n ~L.SVSk ~J q M;,;i r'a s. t 6'~G`u~' SCALE; 1/4''=1'-0" ~y~ ~K~ ,~,~y, ~ 6 of 7 i 12 12 ~g \ r.S I s-I 12" O.H. 2x8 OVERLR'f RAFTERS IY RAFTERS ~ AT 24" 0/C W/ 2x10 - W/ 2x10 TAIL N RIDGE r - ~ Ir IP i2" o.H. 10 1/2" 12 I I` 'I I I ~ I SET 2~_g~~ TAIL O i I - ~ y _ . , I I HIP ~ ~ ~ ~ ' I I SET ' I 12 II ~ . I TAIL Wry. r II I I I GIRDER II I I I K5 B3 ' ~ .C 12 II I I I ~ 10 1/2" I I I I I TAIL ~ B5 i H .I , , I K4 I' I I ' C 10 1/2" " , I I B1 ~ 10 1/2 TAIL TAIL I ' I I ' K3 . I' I I ' B4 I I I 8-4 , I ' ' I . . K2 ,I B2 M _ ~ d , . , I I I I ,w, ~ I I ~ K1 / ~ I I ~ I I :;:a;: w 2x6 OVERLAY RAFTERS ~ AT 24" 0/C W/ 2x8 [-a I I \ I I ~•:~I ~ RIDGE IG- -..-Y I :I: F--_------__.-_.----^---^---^---.._--w I I ~ ~ I I B6 ' - ~ I - - - B1 ~ k. Z ~ , I :i~ I I ~ ~ I W ~ 12 B2 ~ ~ 0 , I , ~ , I - ~ o B3 ~ ~ 12 - I ; - II ~-----------------d I HIP ~ 12 - 0 A, ~ = II I I i ET ~ " B4 ~ , o +I , , I - - ~r~ r - N I I I I II - ~ ~ I I II I I ~ I II II I 1 I ~ ~I 12" O.H. ~ y'~ II I i I I II 2'- " " I I = 0 10 1/2 , I I I , I o TAIL I I I I I RDJUSTI TRUSS FOR ACTIVE DORMER I I I I I I I I EXTRA TRUSS I I 10 1/2" ~ iv ~ rn au~L, I I II TAIL ~ ~L I I I I I ~ I I I I I I I I I I , I I I 20'-4" 10 1 2" I I I I I I I I TAIL II I I I - II I I I 1 1 I I I 2x8 OVER 2x8 OVERLAY RAFTERS I I ~ ` I 0 ~ ~ AT 24 AT 24" 0/C W/ 2x10 - RIDGE I i I RIDGE ° L1 - - 12" O.H. I I . ~ I o - ~ ~ I I i ~ I 0 L2 ~ I ~I v o0 GIRDER , I ~ o L3 , w I ? ~ - 12 m n , I L1 L4 $ ~ V~/ o c~ I (V O ~ 0o I R ~ m I I L2 (p i I I ~ - LS- ~ ~ ~ i L3 ~ ~ ~ fi 1 I I N L6 _ I ~ ~ a, I L4 I w I ? I ~ ~ m ~ H L5 L6 I (9 i i GIRDER 0 I 4~ o I I I - J ~r°,r~F'{ ty ~ O 42'-8 1/2" ~ ~~~b ~ V 12" O.H. ~ ~ no ROOF FRAMING PLAN 12 12 12 ~ ~ M SCALE; 1/4"=1'-0" ~ 862n t p...~ ~ ~ 12 J1 12 ~ 1 12 ~ /'~y3, m ~~~~r ~ Q p C~° 12 ~ m ` K1 0 1012' 4-0 10 1/2 10 1 2" ~ " 10 1/2 TAIL TAIL TAIL _ o TAIL 12 ----K?----------------- N 8 10 1/2" K3------------------ o TAIL 12 14 8 o r` ~~-K4------------------- N - I ` ` o ~ K5 N ~ STUDY TRUSSES I I 10 1/2 ONLY-SEE PLAN , LD I TAIL I 6 ~ , in I ~ ~ ~ d' d' ~ i ~ 12 i I ao 6" 3'-7112" I I J2" 13'-9" 3'-7 1/2" 26'-10" i 10'-101/2" I 6" ~---------------------------------~r 48'-4" rJ 6" 4'-0" 13'_0" 4'-0" 26'_10" .n~ ~u ~a._y... i i I