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06201837 Permit File (rev, • Division of Building standard. ' 5800 Shier Rings Road Dublin, Ohio 43016 ux i'Y OF DUBLIN Phone: V/ `DD 614/410-4670 Inspection Line: 614/410-4680 CONDITIONAL, APPROVAL AGREEMENT This agreement made and entered into by and between Herein after known as the Project Manager/General Contractor, a d (Projectager/General Contractor) Hereinafter known as the Owner/Occupant, and the city of Dublin, hereinafter known tt) the City, mutually agree and covenant as follows: who 1. The Project Manager/General Contractor, who is constructing a new premises at: omc Building Permit No. CXo . ap1~3~ has applied for a Certificate of Occu an2• The premises, as of the date this a p cy. greement 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 b both Manager/General Contractor and the Owner/Occupant, documentation of those items nec ssPrary o, 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 occupanc of the premises and use of the property as of the date of this agreement. y 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 Conditional permitting occupancy under a Approval Agreement. 6• In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA_PER SERVER\PER\PERITHOMEWIOFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The 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. Project Manager/General Contractor Date Pr anager/G era Contractor (Signature) (Please Print) - Owner/Occupant Date Owner/04p (Please Print) Accepted - of Dublin Date \\DUBLINDATA PER SERVER\PER\PER\THOMEw\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENTA c Page 2 of 2 Updated 4-02 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 ,,,,1 vOpc/c Application # l _ 2 7 Date The undersigned inspectors checked your property at ZO26- O.Q1~,~i9c T" for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS ? APPROVED ? DISAPPROVED B CONDITIONAL 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 . y -7 Date 1Z Inspection Type a~ vP~NG Application # G _ 2 0/' The undersigned inspectors checked your property at 702,6-- cX for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS /~.~=i=1>/ ~{1.SP/~T~i' /=rii`~. /o~~.U/T/a.+J.SfG-- C~~u?®~NCy fr Rrai i 3, emu- /3orY~' /'G~ f~i°l%/'~~rs~L . >rw~„• C. /,3 . C~ , r ayaA- ~o ? APPROVED ? DISAPPROVED B CONDITIONAL ~ do - ~-T-YU-1 CITY OF DUBLIN u Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: VfMD 6144104600 Inspection Line: 614-410-4680 Fax: 6141761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Company: Site: U/Ifl 2p V (Pmv& De I PI Ian of Lot) WcnT Lot No: Application No. Subdivision: PLEASE DO NOT MARK BELOW THIS LINE 0 No Violations/inspection Approved Clf Violations/Disapproved ? Approved For Conditional Occupancy 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ?1l. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Seca 51.04) (Ord. 12-89, Sec. 153.210(A)) Y2, Improper Grading R It StYJC~ u L~ ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk - 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723:011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan 6qv~-, ? 8. Replace Damaged Curb, 5 ftlVlinimum 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) 00 ?18. Remove Erosion Control Measures Comments: Contact Building Dlvisi at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be appro d ~jprlor to uesting an Occupancy Inspection by the Building Division. Inspector: Date: 121 l 101 Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP V • U J h J J , ! ~ , tc C ! ~l p ~ © o. 1ti a q sr. `~l cr_ H p3C CS, V c m m w m Q o V _c C c w o c c o cw c c~ c ca~I cmcc c v IL ti u a u. u. a w w u. L u. o x 0 y V J K. U j 141 Dv- G owl Z3, ~p a- r .s i m s v vs a c c c cp o as o ° o c = OC 0 A L C a =dam c R= C s a m s _ _ c •ma ; 0 3 'm c~cz 0 y s co m o m c m d m o? m o o ~ - 3 c 0 0 m ap~ U. U `a ~w wrn oCa 0ii L-.__: CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 12/12/07 01 Receipt no: 20612 Type SvcCd Description Amount 2006 201837 BP BUILDING PERMITS Qty 1.00 $3300.00 CORINTHIAN HOMES Tender detail CK Ref#: 5238 $3300.00 Total tendered: $3300.00 Total payment: $3300.00 Trans date: 12/12/07 Time: 7:40:11 THANK YOU FOR YOUR PROMPT PAYMENT. ~m 0 ~ C 010 Z t~~N0 L" ~J=mom : Q4 0 i _ r%j g r V 1u , . n , --a ru w r r in r r r 0 133 C 0 k5 O a t C v. c G V 00 Security Features Included Detalis on Back. City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 25 Apr 08 Vendor # : 20851 Vendor Name: Corinthian Homes of Ohio From Department: Building Address 1: Address 2: Finance/Purchasing Use Only: city: State: Zi Unit of Account Item Quantity Measure Description Number Unit Price Extended Price 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 7025 Bordeaux 4 Permit No. 06-201837 $3,000.00 $3,000.00 5 6 7 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 r} Department Head Approval 40 UT Date C TOTAL $3,000.00 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: TG~S oQ g, 'S( PERMIT NO.: 2©l BY. FINAL INSPECTION DATE: -i5' v e ~ r J N7 ° y _ 2 3 - a L, ~ ge '~l a LL~ _5 4 N Q ~ . O V o C C C c j m° m C> cc `m m `m o mC ^ m o m N a W_ 0 m R C c C O 0 ~ a E. c c 3 c c . I = 3 . c = c d c U. ii d 'u. U. d W V W a ii W u. O Q~ a :3 x 0 ~ 9 V h 14 z z~ a~ A 0 ww `i 1 `.4l a~isi O "~1 *S w ..J Q O r. to p Nom, 2T rl - E - r -tic L d w V ~ IL O C c~ Q 3 C1 p~ C O O~ J _ ° 'p m.0 Q C 'mC ad T C m t L ~ V t 3 r. 3: 0 0. m t l0 C C O Cf C7 O Cf fl, C m O O 0 O°1k O m d m 0 3 A° O - co d DIM U. U. co Z. ~F U. 0' d It W W co WO a 0- OC ii CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 CORINTHIAN HOMES OF OHIO 90 S. HIGH ST. SUITE D DUBLIN, OH 43017 April 03, 2008 RE: Building Permit Nearing Expiration Application Number: 06-201831 , Address: 7025 BORDEAUX CT Project Description: SQ FT 7852 Dear CORINTHIAN HOMES OF OHIO: The Building Standards Division records indicatethat the above-mentioned permit will expire on June 08, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 4104670. Sincerely, Jeffrey Tyler Chief Building Official vuv-w-r_r~na io"it t- iiY Ul' UUeLtN RVIA 614 719 4346. P. Q2?GJ? CI'TY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road • Dublin, Ohio 43096 Phone. (614) 410-4670 * Inspection Line: (614) 410-4680 Application Number: _ r2~1 ~7 SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, the undersigned. do hereby certify the following location 0 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 of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02 (k)). Property Owner: OR-1ki-THIPAJ G ST L1'y7 Subdivision: S Lot Number. a(~j Address: l a S IJO 12 d C- t~ CLX ~U(.( T Approved Foundation Elevation g 96.31 Feet above mean sea level. Actual T9.14of Foundation g9` 3/ Feet above mean sea level. .0 is OF Professional OW Steven' % -_o: Signaturs'ofSurv or. A ;4 o = 7313 Klo wQNDate This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints, EXCWSweY OLN14 TOTAU P.02 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 's'0-1 Application No. Q10 3 ~ ,,,1 Q APPLICATION FOR ELECTRICAL PERMIT Job Address `fd~s- 6or a eauk C+, Parcel No. Subdivision Tat 1 Nh West Lot No. Owner Name CO f i in . n Hor e.s Telephone Contractor Name R'Q-Se0A S P IeCi~iL Telephone Contractor Address ~0% `rw, fz-e f Ay Q Dublin Registration No. A p I Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00.... $40.00 Minimum plus $20.00 for each additional 500 Sy. 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) ~J''' 1 l / Total $ JOB DESCRIPTION M p T N e W /"lOlwl Q 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 s id laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201837 Date 2/05/07 Revision number . . . . . . . 1 Property Address . . . . . . 7025 BORDEAUX CT Parcel Number . . . . . . . . 137-0506020000 Alternate Address . . . . . . TARTAN WEST 4-2 #125 Tenant nbr, name . . . . . . SQ FT 7852 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . CORINTHIAN HOMES OF OHIO Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 320.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/04/07 Qty Unit Charge Per Extension BASE FEE 40.00 14.00 20.0000 RES ELECTRICAL SERVICE 280.00 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 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. 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 . . . . . 06-00201837 Date 2/05/07 Revision number . . . . . . . 1 Special Notes and Comments 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 BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE Fee summary Charged Paid Credited Due Permit Fee Total 320.00 .00 .00 320.00 Plan Check Total .00 .00 .00 .00 Grand Total 320.00 .00 .00 320.00 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 Application Number . . . . . 06-00201837 Date 2/05/07 Revision number . . . . . . . 1 Property Address . . . . . . 7025 BORDEAUX CT Parcel Number . . 137-0506020000 Alternate Address . . . . . . TARTAN WEST 4-2 #125 Tenant nbr, name . . . . . . SQ FT 7852 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . CORINTHIAN HOMES OF OHIO Structure Information 000 000 Construction Type . . . . . 513 - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/04/07 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 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 06-00201837 Date 2/05/07 Revision number . . . . . . . 1 Special Notes and Comments REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE 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. RECe/VEFD DEC 1 3 2006 APPLICATION FOR BUILDING PERMIT CBUILDING DIVISION This forth is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER Issued in Ohio Under Authority of C/l{/ C O c Auditors Taxing District W o?~1~ to Parcel Number 1 D Q a4o col a Address of Property 1 Q pC 5 Bo, f.. d-p-a \ ( C'-- a o _ oI Subdivision ~C1 tiat, Wecl Lot I a5 1 A S2L Applicant's Name: Cc>,r Ohio Phone Number: WL-f --7b(o= 7955 Email Address: Q J a V I j n© ft6 I 'I n 11 Fax Number: I y' b f 1~ p) C65 Owner's Name: Phone Number: 1 l~ U Address: Designer's Name: l ' 1 c-V o f 1 64 l l J t nT Phone Number: 6 C~ 6~ p~ rj t I a Address: 53, n, l-\% girt S-r Builder's Name: ~C ~y ( I'rt~~'i n vVic 5 O 1~ D Phone Number: Li -`'7 955 Address: -ICJ x}.51., S 1 7 Builder's ID:tVin~ Type of Improvement: ~C w No mt Improvement Cost: t OW 1000 Number of Bedrooms: 15 Heating Fuel: - G qg Number of Gas Appliances per Unit: rj Number of Baths: s Sewage Disposal: ' P04DI Garage Building Height: Water Supply: - 'Pvb1%c, Number Car Garage: 3 c Building Zoning Unfinished Basement a05a Lot Area Q q 16 ~f E Finished Basement $ ( O Dy a • /r Lower Level Total /o Occupied by Structure ' . 6a ^ 1 st Floor Front Setback a 2nd Floor - ado t) ` S Rear Setback s L 3rd Floor Right Setback p° Other b Left Setback Garage O L O Lot Width at Building Line a Deck/Screened In Porch G~ Gross Square Feet - 18 Zoning District Building Area at Ground Level - 303 Existing Use of Property w 11167 Living Area - Flood Plain Yes o The owner of this building and undersigned, do hereby covenant and agree to comply with all the lirwuof the state of i Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building c or structure or make the proposed change or alteration in accordance with the plans and specifications submitted - m herewith, and certify that the intonation and statements given on this appli tion, drawl nqs and specifications are to the 4 best of their knowledge true and correct. d m Signature of Applicant Date Received Date Received Date Received t-2b-per Date proved I-a6 7 Date Approved 3 ' O 7 Date Approved v Zoning Official Plans Examiner Issuing Authority 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 . . . . . 06-00201837 Date 1/26/07 Revision number . . . . . . . 1 Property Address . . . . . 7025 BORDEAUX CT Parcel Number . . . . . . . . 137-0506020000 Alternate Address . . TARTAN WEST 4-2 #125 Tenant nbr, name . . . . . . SQ FT 7852 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 700.00 Plan Check Fee .00 Issue Date . . . . 1- 21P -p-A Valuation . . . . 0 Expiration Date . . 7/25/07 Qty Unit Charge Per Extension BASE FEE 140.00 14.00 40.0000 RES BLDG PLAN REVIEW 560.00 Permit . . . RES HEATING, VENTILATING, A.C. Additional desc . Permit Fee . . . . 330.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/25/07 Qty Unit Charge Per Extension BASE FEE 50.00 14.00 20.0000 RES HVAC 280.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee 180.00 Plan Check Fee .00 Issue Date . . . . Valuation 0 Expiration Date . . 7/25/07 Qty Unit Charge Per Extension BASE FEE 40.00 14.00 10.0000 RES ELECTRICAL LOW VOLTAGE 140.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .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 2 Application Number . . . . . 06-00201837 Date 1/26/07 Revision number . . . . . . . 1 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/25/07 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 . . 7/25/07 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 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . 06-00201837 Date 1/26/07 Revision number . . . . . . . 1 Special Notes and Comments BASEMENT FINISH not for Separate RENTAL RESIDENTIAL USE Other Fees . . . . . . . RES BLDG INSPECTION 570.00 RES CERTIFICATE OF OCC 20.00 SEWER DUBLIN 1800.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 110.00 Fee summary Charged Paid Credited Due Permit Fee Total 2880.00 .00 .00 2880.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5544.00 .00 .00 5544.00 Grand Total 8424.00 .00 .00 8424.00 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 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No. /~~i~ • 2 b / & 3 7 c o m N 21 E E m Date Reviewed- f ` iZ `O (o c°~ ° 9 CL c - Reviewed By O U z° a C CL a Plan Reviewer's Comments & Notes Approved Disapproved o H Z 0 E M OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3, 000 Sq. Ft. Ordinance Stair Risers & Treads 7314- max riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination Pool R311 Handrails & Guards R312 R303.1 Light & Ventilation Schedules ? Schedules Required on Plans; houses, additions and sunrooms R306 R307 Sanitation -Fixture Clearance Figure 307.2 R308 Required Safety Glazing R309 Attached Garage Fire Separation 13,18"s. c. or 20 min. door and 5B" gyp. Bd. Type x" on all common walls per City Ordinance R310 Bedroom Emergency Egress ? 5.7 sq. R. (24" net hgt. 20' net width) max. window still hgt. Of 44" a.ff. R311 Exits R311.4.2.1 Interior Doors Bath 2'4""x 6'8" habitable space 216'k 6'87(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 1/2" gyp. Bd. Type X" R313 Smoke Detector Locations ? BsmUhallway/bedrooms wired to pr,"me electiic/battery pack - uprnterconnected 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 Q 6'0" oc; 7" into masonry& concrete R404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans ? Lumberspecifications required on drawings R502.5 Allowable girder spans .7 Per Tables R5025(1) & R502.5(2) R502.6 Bearing 1 1/2' for wood & stee113" for masonry & concrete R502.11.4 : Floor Trusses Engineered design required at Frame Inspection Tartan West Architectural Review Committee Dublin, Ohio 43017 24 October 2006 Richard Taylor Richard Taylor Architects, LLC 53 North High Street Dubin, Ohio 43017 Dear Rich, This letter shall serve as notice of approval by The Tartan West Architectural Review Committee for architectural drawings submitted for the proposed Residence on Lot 125 at Tartan West. This approval is for compliance with the Architectural Guidelines and grants approval to submit to the City of Dublin for zoning approval and building permit. When the appropriate approvals have been acquired please contact Sandra LaFontaine at 614.263.5888 to schedule a site visit for staking review for approval to commence work. Landscaping Plans must be submitted and approved prior to occupancy. Thank you for your commitment to design excellence at Tartan West. Sincerely, ` - I Sandra LaFontaine, AIA, NCARB Tartan West Architectural Review Committee Cc: file, Tartan West 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 ApplicanCQ P, 40-A I' (fl(7YY) eo Company: Site: '7 u2 5 r,1,deaukb (Provide Detail Plot Plan of Lot) 11 Lot No: j! a 5 Application No: U-2_6J%-37 Subdivision: ~ J We-Q~ PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O•R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 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: C oe;"4H tart omen Company: Site: 5- ODD ° UlC (Prov a De d Plot Plan of Lot) _ O Lot No: -Application No: Subdivision: f2 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)) 2. Improper Grading FI It 62 5r oL-wA K ? 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 -{"p COD (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Instal [/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan 6t ? 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 Sidewal/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) -go- C' 0 1 ?18. Remove Erosion Control Measures Comments: Contact Building Divisi at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be appro ed prior to questing an Occupancy Inspection by the Building Division.. Inspector: Date: 191ol Re-Inspectlio Approved ? Disapproved ? Conditional Inspector: Date: 57 (Jr~O~ Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP t' - 7 8.. Son. 09§72 qn] 9 220 9 1 -f - I ul G - QQ I V. I I 1 81 995.32 -'rc. V ~ - - Plop. Tree Prot. Fence s O 89.74 4.92 _ 14 13 ,f` 70' I 12 I 3.50.x' _ - I 907.1 - 4.45 wot. ~ 48~q.21 + t0 Ol . ci mow" 125 F i~ ?II V r ' - - 2. -a woo - - x x s 126 PUBL tic ENGINEER' w EVANS, MECH O a 'IA M~ REVISE 5750 Charitlter Court -~)4 V y 10_p REVISION DATE & REQUEST Westerville, OH 43082 co In 9.18.07 REV. DRIVEWAY SJH) E-Mail: hoyssinc@aol.com +u v + z Phone (614) 895-1922 tt i i Cl Survey Fax (614) 895-)949 nstruction Fax (61*) 895-9549 G I N E Q, Co r^11 - 1-OR CORINTHIAN HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION. 125 TARTAN WEST SEC 4 PT.2 CITY OF DUBLIN SCALE 1" = 30'v PB. 5 PG. 144-145 DATE 10.16.06 ORDER NO. DIRK V CK, FLOOD ZONE X COMM. PANEL 390808 PAGE 0150B DATE 09.27.91 MINIMUMS R: 351 S:207491 "LANDSCAPE CODE REQUIRES AT LEAST SIX 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." FLOOD ROUUTTBOR BORDEAUX COURT 50' 1ao'v.c. CURB INLET SAN. SEW. TAP T.C.- 989.26 E.O.S.= 982.30 I I' B/C N 82°53'45" E 7' B/C 4' WALK 125.00' 1' SIDEW LK E S MENT ,p IT EASEMENT PROPOSED E \s1" PROTECTTON CMG 3 _ 3 ' B DI~O• L[NFs_ T ~ , ~ ~ ~ y UO 87.66' d F' M 8o cu~s~`~ m M o `,e H x aao~ts ~ 126 a -1, F.F..40 w N °dF V V $ 36. g N o 0 125 N N H x W II 68 a b b v ~ O 56.6T 12.3 ~e .33 m O 52.34' 8 $ °5.00 o B m v °5.00 I x 12.00 8 2.33 e - ~r 17.00=L 3 a 25' TREE PRESERVATION 26.00' ZONE a p ® ~U eX. S 82'5345 0W V E 124 F.F.- 990.00 w 4 NOTE : BUILDERS TO PROVIDE BUILDER TO MAINTAIN TREE PROTECTION DURING ALL PHASES OF CONSTRUCTION ROSI CONTROL *"NOTE: WATER SERVICE SIZE = 3/4".11 . City ~f mblin:,, Aj)p11mWE01. AS,r4QTfWo) PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from P P 10 ' 1 b a information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA Subdivision Plan. This Plot Plan ?s to be used by the Client for the sole purpose of obtaining buildin ermit. The use of the Plot Plan fo FOR HOMESURDER PRICING AND ESTIMATION PURPOSES ONLY r an other purpoeo is strictly probibi hibi ~oatanl ulyirprp*'i y~P(E Rio LOT 29,689.0 VEN HWSE 3451.0 WALK 1276.0 Sn J. • k DRIVE 3134.0 SOOcov. 25550.0 * 7313 APPROACH 306.0 LOT COW. 11.62% SUR (Of~ sy 1:1sub livisionATartan W"125.dwe .v ~f a .1 2.+ t)J _ J PLIAN REVIEW SET r=77--, OCT 1 1 200; PERMIT i4UMBER %dw wAO I t 67 RFF- 1'"*IENTIAL FiFCOF'^ OF REVIEW SEE PLANF FOR NOTATIONS NO REVIEW REQUIRED DIV. OF ?;UILDINO~STnMf+nnn. DATE DIV OF ENGINEERING DATE DIV. OF PLANNING(ZOIY^IG) DATE s ~VE1, - 5750 Chandler Court 'P REVISION DATE & REQUEST WFMORP Westerville, OH 43082 + r 9-lW REV. DRIVEWAY -Mail: hoys3~lc@aol.com a u/ig/t9/o7 oy BR73T. MEW poR RESHOOT (n) Phone (614) 895-1922 r~ Survey Fax (p14) 895-1949 Construction•Fax (614) 895-9549 G I N ti FOR CORINTHIAN HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION 125 TARTAN WEST SEC A PT2 CITY OF DUBLIN SCALE 1- = 30' PB. 5 PG. 144-145 DATE 10.16.06 ORDER NO. DRN. NV CK. FLOOD ZONE X COMM. PANEL 390808 PAGE 0150E DATE 09.27.91 MINIMUMS R: 35' S: 2074 ' ,LANDSCAPE CODE REQUIRES AT LEAST SIX 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." F,0013ROU~TE°R BORDEAUX COURT 50 140' V.C. CURB INLET S~NW. TAP T.C = 989.26 .S = 982.30 11' B/C N 82°53'45" E T B/C 994.20 Hty 4' WALK 125.00' 100, 1' SIDEWALK EASEMENT 989.50 12' EASEMENT pRpPRR,OPOSE Fffi~ICQ•t(i real- 35 BLDG. LINE 87.66' ~p ~~g Why z ~STONB ~BR PICRS , O 126 ZZ=HdOIS O LLL~~~ U FF.= 992.40 W h _ F 7g7g7q o N I 3 z W 125 I CIA/ 0 h~l O W GA W) 56.6T a 3 N o . 5.33 O 52.34' o . I,,; G4 a F .33 0 05 5. a F 25' TREE ry PRESERVATION ZONE 26.00 rn ~n U essi, a 150.00' o H 19, S 82°5345" W a rn 124 2n FF.= 990.00 fV *EXISTING ELEVATIONS AS OF 11/16/07 NOTE : BUILDERS TO PROVIDE BUILDER TO MAINTAIN TREE PROTECTION D0UM ALL EROSION CONTROL *"NOTE: WATER SERVICE SIZE = 3/4"." PHASES OF CONSTRUCTION. PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared &pm information provided by the Client and data obtained from Engineered DATA Subdivision Plan. This Mot Plan is to be used by the Client for the sole SQUAREFOOTAGE purpose of obtaining a building permit. The use of the Plot Man for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited. OF LOT 29,689.0 STEVEN HOUSE 3451.0 WAIX 1276.0 * J. DRIVE 3134.0 SOD COV. 25550.0 7313 APPROACH 306.0 LOT COV. 11.62% B / Pi _T.C T 7 ~.I ~9aB~ 8 -San. - ---8., of - 9 2.20 g I 1 I I I I - 8618 81 995.32 R fSSIERV E N. Tree Prot. Fence r" I 1 ~t I 9 4.92 13 ? 70 V: I 122 1 i 15 _ 1_ s- 1 L`~' 111 .3 5t7it+ 1 12 • ' 4.45 - .-T I ~ a 1 h dmmw ,.o .N 125 2-a - x. x w _ .126., . I PUBL 18 9N~ TJ4 d o~ " 1 - ENGINEER EVANS, MECH 1 `s TI m - F. 02 REVISE g" son. 1 2.20. s I , ' ( r i 1 8 1995.32 2 6 I V I 189 J3 h _ ) F ERV%E - N _ P.-s?op. Tree Prot. Fence T1 ri E o - - E 15 9 4.92 14 13 T 70' V I 12 r 4.45 ~3.50 \ _ - I I -.12 I 9 , . , (I I; 5.0 I 2. -a r. c. _ 44 00 x "Ij 126 - PUBL TI - - / ENGINEER! EVANS, MECH Imo. I ~9 TE F. A N, -121 REVISE Jul 12 07 08:09a Richard Tailor Architects 614-766-7259 p.2 10 - o~CJ t "-7 E 12" b ~5 ! m e v 0D INSIDE OF SHEATHING • l~ '1 t V ~ 51 t ! N N C H t A N a D 1 fo- 1 *qx , m m n C m Nmm ~ z at V D G) r 133 m V . O 16" z < I D C rn ! r 1 9 a ! D O OmX C~ mX Orni C to 01 D a N ~-cm~ °r~o ov 215 0 v 49 rn Cms N {Tn-4 Cp O m 2 -t m v m X''.• m N A rn y' O A f N A d ~X z ar r M Q ~ . ¦ v' m O N ornN D 9 r m, :xz N m rn ,~.0~ ~i. M +~~l~• -LL m ` n? • 2 ewt- rr .r~cr~ - i I ENVIRONMENTAL BALANCING CO, INC. AIR MOVING EQUIPMENT TEST SHEET 6240 FROST RD. Project: ~j p', , CSR 1 I a h WESTERVILLE, OH 43082-9027 Phone: 614-890-2824, Fax: 614-882-6881 Date: h 1b7 Page. 9-W X 4 SYSTEM Equipment Location M V4, Y W, r -,A 17-.. Area Served Equipment Manufacturer nle'e,I Model YP 1t) 0 - 7 Serial Number 0901 A Q &q U Specified Actual Specified Actual Total CFM - Fan 111%0 ~ ~%L Total CFM - Outlet Q R/A CFM f Ll 90 Lf5 O/A CFM a'J D &4 Total S.P. (inches H2O) y~ Inlet Pressure- a Discharge Pressure 4 .2 Fan RPM t -)A w Specified Actual Specified Actual Motor Manufacturer Motor HP/BHP E t `4 Phase Voltage Amperage ! 1 l Motor RPM Motor Service Factor Starter Heater Elements Motor Sheave/No Groves 1. .C`t. Fan Sheave/No. Grooves Belts Remarks: N/A means not available. A % V- oiil~ C r,a is ? TIC) Q-, 'VA le.~ s ~ t~ t) ? ta~l~ ~ R ~ fl C,~~t?. o ?~Ra ~lr.a. , ; ear i 1R" ) 4 D -\S1Ibs r olfl + l Z-7, .4 V14 -10 4'Sl3Skt w hiet;.~A 1 1E-7V'T 021%Ak cf-vu4 C-'F`' ot.-IT'sitc Alp . ENVIRONMENTAL BALANCING COMPANY DUCT TRAVERSE ZONE TOTALS 6240 FROST RD. Project: WESTERVILLE, OH 43081 Date: ~j (614) 890-2824 Page: System Duct Area Design Final Test Zone/Branch Size (Sq. Ft.) FPM CFM FPM/CFM FPM CFM Static Pressure Remarks: L:ENVIRONMENTAL BALANCING CO, INC. DIFFUSER & GRILLE TEST SHEET P.O. BOX 387 Project ~Q.Q-~,tja WESTERVILLE, OH 43086-0387 Date: -r 19 !Ur hone: 614-890-2824, Fax: 614-882-6881 Page: Unit P P lan Location Outlet Free Required Required Set Set No. Size Area CFM Veloci CFM Veloci Remarks M loq r l~ v A50 1 ~T 16 ~ CA 115 / a I3U 13 0 . 10 0 Lo L) i ~~c G 7th ~ v LAD. L4 0 o v ~ !off . -I t> Yb ;,bv aob I~ D"O 6d v ENVIRONMENTAL BALANCING CO, INC. DIFFUSE & GRILLE TEST SHEET P.O. BOX 387 Project j t~ 5 WESTERVILLE, OH 43086-0387 Date: "t I Phone: 614-890-2824, Fax: 614-882-6881 Page: q Unit Plan Outlet Free Required Required Set . Set Remarks No. Location Size Area CFM Velocity CFM Veloci ~o~ ago y 1 ` IbXI0 , 5.2 too Isla , i w t IbXIa , 5a LSD L.j~~ r Jun 05 07 02:51p Richard Taylor Rrchitects 614-766-7259 p,1 jUc* ARD TAYLORARCHITECTS Residential Architecture Studio FAX MESSAGE 6 2 © -5 Date: June 5, 2007 To: Kevin Koch Fax Number: (614) 766-7985 RE: Cullinan Residence Fireplace From: Jamee Parish Pages To Follow: 1 Kevin, The following is the approved framing detail for the loading at the fireplace. The LVLS are permitted to load onto the solid block wall. Please let me know if you need anything else, Thank you, Jamee Parish, Assoc. AIA Richard Taylor Architects, LLC :iw+4wY .:i :YV .:ice'. t'r Z-• .,5 Richard Taylor Architects, LLC 53 !North High Street Dublin, Ohio 43017 phone 614-766-7257 9 fax 614-766-7259 email: rich@rtastudio.com web: www.rtastudio.com Jun 05 07 02:51p Richard Taylor Architects 614-766-7259 p.2 3) 2X6 w µ m m O m rn 0 :E O ODO r = 00 r 0~~ r O0 DO zOmp -~trnC - oo Z r Ca>m ~rnZ G) f') .Ni n 0 -4 n DROPPED SLIGHTLY-- = v D w LAP AND NAIL WITH n z D n r Z FLOOR JOIST WITH 10d O w ~ REFER TO SECTION A Z ;v Gl NAIL AT 4" O.C. TOP 3 < (3) 2X6 (2) 117/8" LVL (FLUSH) AND BOTTOM BEARING WALL ABOVE 4b, T- 2X12 FLOOR 2° STEEL -11- I-FLOOD--ZZ - JOISTS AT 16" O.C. COLUMN JOI---STS- 16" CAIVTIL RED (2)2X6 - - - X x D (2) li 7 "LVL (FLUSH) T N -r±--- rn0 w~i OO ,(2) 2X6 m 03 O WLI N v Go r- J 11 6" 6 FLO R Z O m 1 m Orn 2) 2X6JOI TS T 16" O .C. u? - o - -j z z __[2) li 7 " LVl FLUSH~_ __N _ a = Z> n O (2) 2X12 O v _ z z - (2) 2X6 I CANTILEVERE ' m rn <m 61-0" 6'-0" 1 Om z 0 1 1 7/8" LVL FLUSH ' D m , N m O x„ W , OPPE SLIGHTLY-- D r, FER T~ SECTION A < 11 8" JI FLOOR hs (A r Co JOI TS AIT 16" O.C. ~)--~z tnr on STRUCTU E TO ACCOUNT FOR `3 -EH K U#ARTH ABOVE ' (1) it 7/8" LVL (FLUSH) L6X4XS/16" TO HOLD BRICK ABOVE R STEEL 2) 2X6 (3) 2X12 i C c~ p~ = a) 0 COLUMN (2) 2X6 D D 0 i i v---- - v (2) 2X6D z Z 3 rn N N G700 ' ON rn m DDm i nno 0m Co m 11 7/8" TJI FLOOR X m r._ 43 •G.. 'yam .4 .Ai,{S~.. i t !X17 ~,F w . Qi - + a 2007_0608fireplace0001.JPG 2007_0608fireplace0002.JPG ~a 144 ell, fib. ~ / r b- . 5 r, - t 2007_0608fireplace0003.JPGs 2007_0608fireplace0005.JPG ah sv AP eN- -t 1t _ k +R a e. 2007_0608fireplace0008.JPG 2007_0608fireplace0009.JPG 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. 0 (10 . ~Q Date ~l New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. -7 0 P~ a -2D Job Address / b~A,) Parcel No. Subdivision/Project Name Lot No. jc~(5 Owner's Name Telephone Contractor's Name ( C ax, Telephone 9 77 r019-6 Contractor's Address Dublin Registration Number Does the sewer discharge into an individual sewage disposal system or sa itary sewer?e' How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what materials do the vent pipes consist? 1141 Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS 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: RESIDENTIAL COMMERCIAL Applic tion for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ Number of remaining fixtures X $12.00 = $ Total Inspection Fee $3-yjaA Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Hot Water Heater Sterilizers Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays j Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine f Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAN TOTAL HOT W TER TANK REPLACEMENT FEE $35.00 Division of Building Standards C i i Cullinan Residence HVAC Load Calculations for Wolfe & Sons i i I~ i RHVAC HVAC LC?.CDs i Prepared By: R.L.Linden Sunday, November 05, 2006 ~ Rhvac - Residential 8~ Light Commercial HVAC Loads i Elite Software Development, Inc. Arctic Air Inc. Cullinan Residence's Pataskala, OH 43062 ?acme 2 Rao" d Repo -T---- j General Project In€orrnation Project Title: Cullinan Residence - - Project Date: Thursday, November 02, 2006 Project Comment: Corinthian Fine Homes/ Lot 125 Tartan West/ Dublin, Ohio Client Name: Wolfe & Sons Client Comment: Company Name: R.L.Linden company comment: `Dgn Data RefrenceCity: - - us, Ohio - Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 812 ft Altitude Factor: 0.971 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 5 0 30 72 30 Summer: 90 73 50 75 32 Check rigures y - - - - - - I Total Building Supply CFM: -2,776 CFM Per Square ft.. 0.409 Square ft. of Room Area: 6,786 Square ft. Per Ton: 1,003 Volume (W) of Cond. Space: - 65,208 Air Turnover Rate (per hour): 2.6 LBuilding Loads - Total Heating Required With Outside Air: 112,564 Btuh 112.564 MBH Total Sensible Gain: 60,899 Btuh 95 % Total Latent Gain: 3,379 Btuh 5 % Total Cooling Required With Outside Air: 64,278 Btuh 5.36 Tons (Based On Sensible + Latent) 6.77 Tons (Based On 75% Sensible Capacity) emotes - - - Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac - Residential & Light Commercial HVAC Loads - - - , OH 43062 Elite Software Develo- menlc. Page Arctic Air Inc. CullinanPResi Residence Pataskala - - - 3 O~lscehaneous Report FS s ' Uutctoor Uu#aoot ndoor Indoor G ains put Data Dry R~~!b Wet Bulb Re! Hum Dry R- l - -Difference nter: Suimmer: 90 --73 0 30 50 72 - 30.02 75 31.87 -Duct Suitt Itlputs - Main Trunk - - Runouts - Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in Maximum Height: 0 in. 0 in. - - - L)WI-side Air Data Winter - - - - - Infiltration: Summer 0.000 AC/hr 0.000 AC/hr Above Grade Volume: X 45.181 Cu.ft. X 45.181 Cu.ft. 0 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 0 CFM 0 CFM Total Building Ventilation: 100 CFM 100 CFM ---System 1--- 'Infiltration & Ventilation Sensible Gain Multiplier: 16.02 = (1-10X0.971 X 15.00 Summer Tem. Diff Infiltration & Ventilation p erence) Latent Gain Multiplier: 21.04 _ - (0.68 X 0.971 X 31.87 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 71.56 = (1.10 X 0.971 X 67.00 Winter Temp. Difference Rhvac -Residential & Light Commercial HVAC Loads Arctic Air Inc. Elite Software Development Pataskala OH 43062 Cullinan Residence ae 4 - Load Preview Report Wiens Lat Net Wiens i/~in Sum Jvs Size Scope Area Gain Gain! Gain Loss CF - nn rPnn CPnn Building: 5.36 Net Tons, 6.77 Recommended Tons. 1.06 3 Z/T - ~di g_ 3 t. J !on, 11 Building 2.5E MBH Haat.nq 6,786 60,899 3,379 64,278 112 564 1,410 2,776 2,776 y tSlTi is 5.38 Net Tuns, 6.77 Recommended Tunis, 1,003 t on, 1 12.56" i~~ll i rte#iiy , _ - System 1 6,786 60,899 3,379 64,278 Ventilation 112,564 1,410 2,776 2,776 22x22- j 1,602 2,104 3,706 7,156 Zone 1 6,786 59,297 1,275 60,572 105,408 1,410 1-Lower Foyer 283 0 410 2, 776 2, 776 0 0 1,892 25 0 0 0-0* 2-Exercise Room 221 0 0 0 2,089 28 0 0 0-0* 3-Media Room 361 0 0 0 3,101 II 4-Rec Room 41 0 0 0-0* 247 0 0 0 1,262 17 0 0 0-0* 5-Wine Cellar/ Kitchen/ Card Room 377 600 0 600 2,933 39 28 28 14 j 6-Storage 315 0 0 0 3,440 46 0 0 0-0* 7-Guest Room/ Bath 247 1,086 125 1,211 3,141 42 51 51 1-4 8-Entry 31 5 1,130 ,910 0 1,130 4,318 58 53 53 1-4 221 2 9-Study 2,910 3,891 52 136 136 1-7 10-Family Room 370 8,698 800 9,498 9,285 124 407 407 4-6 11-Hearth Room 210 4,235 0 4,235 3,925 52 198 198 2-6 12-Kitchen/ Casual Dining 365 10,203 0 10,203 11,048 148 478 478 4-6 13-Crafts/ Planning/ Pantry/ Gar. Entry 330 3,506 0 3,506 6,158 82 164 164 14-Formal Dining 1-8 286 2,983 0 2,983 4,190 56 140 140 1-7 15-Bath/ Stairs/ Landing 392 3,091 100 3,191 5,414 72 145 145 16-Bedroom 2 1-7 221 3,086 0 3,086 4,782 64 144 144 1-7 17-Master Suite 380 6,766 0 6,766 8,595 115 317 317 3-6 18-Sitting Room 222 3,041 0 3,041 4,833 65 142 142 19-Walk In Closet 156 662 0 662 2,553 34 31 31 1-7 20-Master Bath 1-4 303 792 150 942 3,060 41 37 37 1-4 21-Bedroom 3/ Hall/ WICloset 338 3,123 0 3,123 5,538 74 146 146 1-7 22-Laundry/ Hall 271 1,323 0 1,323 4,299 57 62 62 1-5 23-Bedroom 4/ Bath 355 2,062 100 2,162 5,661 76 97 97 1-6 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Arctic Air Inc. Pataskala, OH 43062 Cullinan Residence i SYstem - Main - Adequate Exposure Diversity l Est= - _ - P5' Test For Adequate Expo sure Diversity 60,000-- 50,000-- 14.8% Diff. from Avg. m 40,000-- (D T 30,000 C N 20,000-- (D 10,000-- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 m 3 m 4 P m 5 P p m 6 m P P 7 Pm Average Glass Load 1.3 x Average f Hourly Glass Load Over 12 Hours ~ AEG Calculation Summary - SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 14.8%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh i Definition: A system has I adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. I Rhvac - Residential & Light Commercial HVAC Loads Arctic Air Inc. Elite Software Development, Inc. OW 1 Pataskala, OH 43062 Cullinan Residence ~ ystem 9 - Main - Psychrometric Chart - - N Re ZC Zone (Room) Condition - - LC Leaving Coil Condition OC Outdoor Condition - - - - - - SD Supply Duct Temperature Rise EC Entering Coil Condition DTF Draw Through Fan Sensible Gain 110 gr jt f,• rli i ~ I~ ' i W ' _ r I I ioC j j. I1 ~..F I I I I V' 4 /1 I r' I a I. I A-, LC I - - 70 { nom. 1 zc, ! ` 4 ~ tip;-.,~ i r . I •j~` ~ f I 56 Mfr I ` 1 I s - Utz y j I I~ I t`' I I ~~i I I 42 f~ : - I 12 - R.. - 14 I _ f I I ! i V' LO r1- I .Q u I I I 1 Rhvac Residential & Light Commercial HVAC Loads- Elite Software Development, Inc. Arctic - Air Inc. Cullinan Residence Pataskala, OH 43062 - - - Page , All, uildir.g Summary Loads Component Area Sen Lat Sen Tota! Description Quan Loss ain Gain _ - G Gain l - 3A-w-o: Gfazing-Double pane low-e (e = 0.40), operable 741.5 261331 0 37-,900--- 37,900 window, wood frame, u-value 0.53 3B-w-o: Glazing-Double pane low-e (e = 0.40), fixed 30 1,026 0 1,664 1,664 sash, wood frame, u-value 0.51 10C-w: Glazing-French door, double pane low-e glass (e 105.5 4,100 0 2,874 2,874 = 0.40), wood frame, u-value 0.58 11 D: Door-Solid Core 66.9 1,748 0 679 679 15A-Ofc-10: Wall-Basement, concrete block wall, no 2165 12,187 0 0 0 insulation or framing, no interior finish, filled core, 10' floor depth 15A-Ofc-6: Wall-Basement, concrete block wall, no 90 897 0 95 95 insulation or framing, no interior finish, filled core, 6' floor depth 12E-4sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1599.1 5,891 0 1,118 1,118 cavity, R-4 board insulation, siding finish, wood studs 12E-4bw: Wall-Frame, R-19 insulation in 2 x 6 stud 172 633 0 102 102 cavity, R-4 board insulation, brick finish, wood studs 12C-4sw: Wall-Frame, R-13 insulation in 2 x 4 stud 2331 10,777 0 2,795 2,795 cavity, R-4 board insulation, siding finish, wood studs 18A-30: Roof/Ceiling-Below roof joists, Dark or Bold- 2735.5 6,231 0 2,326 2,326 Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 21A-20: Floor-Basement, Concrete slab, any thickness, 2 2050 3,709 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 19A-Ocp: Floor-Over enclosed unconditioned crawl 4089.8 30,366 0 6,799 6,799 space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood 20P-30: Floor-Over open crawl space or garage, Passive, 644.8 1,512 0 225 225 R-30 blanket insulation, any cover Subtotals for structure: 105,408 0 56,577 56,577 People: 4 800 920 1,720 j Equipment: 475 1,800 2,275 Lighting: 0 0 0 Ductwork: 0 0 0 0 1 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 100, Summer CFM: 100 7,156 2,104 1,602 3,706 Total Building Load Totals: 112,564 3,379 60,899 64,278 [Check_Figures Total Building Supply CFM: 2,778 CFM Per Square ft.: p.409 Square ft. of Room Area: 6,786 Square ft. Per Ton: 1,003 Volume (ft') of Cond. Space: 65,208 Air Turnover Rate (per hour): 2,6 Building Loads Total Heating Required With Outside Air: 112,564 Btuh 112.564 MBH - J Total Sensible Gain: 60,899 Btuh 95 % Total Latent Gain: 3,379 Btuh 5 % Total Cooling Required With Outside Air: 64,278 Btuh 5.36 Tons (Based On Sensible + Latent) 6.77 Tons (Based On 75% Sensible Capacity) Notes - - - Calculations are based on 8th edition of ACCA Manual J. - All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I I - - Rhvac - Residential & Light Commercial H"C Loads - - - Elite Software Development, Inc. Arctic Air Inc. Pataskala, OH 43062 Cullinan Residence Page 9 ~l Buildfl- Bar Graph 40,000 _ jl II 30,000 - I Building 20,000 - Loss 112,564 - - Btuh 10,000 L I Floor 32% Wall 27% Door 2% Roof 6% Glass 28% Ventilation 6% 50,000 _ I 40,000 it I I I' 30,000 Building Gain 64,278 20,000 Btuh 10,000 - Floor 11 % Wall 6% Door 1 % Equipment 4% Roof 4% Glass 66% People 3% Ventilation 6% Rhvac - Residential & Light Commercial HVAC Loads Cullinan Residence Elite Software Develo ment Inc. Arctic Air Inc. Pataskala, OH 43062 -g-10 System 9 Main Summary Loads - - I - III Component /''Area Sen >Lat Sen Total rl oC^r 4 n _ uan Los G . Q 3A- w ndow?wood framepunvalue 0 53 - 0.40), operable 741.5 26,331 0 37,900 37,900 3B-w-o: Glazing-Double pane low-e (e = 0.40), fixed 30 1,026 0 1,664 1,664 j sash, wood frame, u-value 0.51 10C-w: Glazing-French door, double pane low-e glass (e 105.5 4,100 0 2,874 2,874 = 0.40), wood frame, u-value 0.58 11 D: Door-Solid Core 66.9 1,748 0 679 679 j 15A-Ofc-10: Wall-Basement, concrete block wall, no 2165 12,187 0 0 0 insulation or framing, no interior finish, filled core, 10' floor depth 15A-0fc-6: Wall-Basement, concrete block wall, no 90 897 0 95 95 insulation or framing, no interior finish, filled core, 6' floor depth 12E-4sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1599.1 5,891 0 1,118 1,118 cavity, R-4 board insulation, siding finish, wood studs 12E-4bw: Wall-Frame, R-19 insulation in 2 x 6 stud 172 633 0 102 102 cavity, R-4 board insulation, brick finish, wood studs 12C-4sw: Wall-Frame, R-13 insulation in 2 x 4 stud 2331 10,777 0 2,795 2,795 cavity, R-4 board insulation, siding finish, wood studs 18A-30: Roof/Ceiling-Below roof joists, Dark or Bold- 2735.5 6,231 0 2,326 2,326 III Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 21A-20: Floor-Basement, Concrete slab, any thickness, 2 2050 3,709 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20 wi de 19A-Oc p. Floor-Over enclosed unconditioned crawl 4089.8 30,366 0 6,799 6,799 ; space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood 20P-30: Floor-Over open crawl space or garage, Passive, 644.8 1,512 0 225 225 R-30 blanket insulation, any cover Subtotals for structure: People: 105,408 0 56,577 56,577 I4 800 920 1,720 Equipment: 475 1,800 2,275 Lighting: 0 0 0 Ductwork: 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 p p Ventilation: Winter CFM: 100, Summer CFM: 100 7,156 2,104 1,602 3,706 System 1 Main Load Totals: 112,564 3,379 60,899 64,278 Supply CFM: -2,776 CFM Per Square ft - - - 0.409 Square ft. of Room Area: 6,786 Square ft. Per Ton: 1,003 Volume (ft') of Cond. Space: 65,208 Air Turnover Rate - - (Per hour). ~ 2.6 Total Heating Required With Outside Air: 112,564 Btuh 112.564 MBH J Total Sensible Gain: 60,899 Btuh 95 % Total Latent Gain: 3,379 Btuh 5 % Total Cooling Required With Outside Air: 64,278 Btuh 5.36 Tons (Based On Sensible + Latent) 6.77 Tons (Based On 75% Sensible Capacity) Notes - Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I I Rhvac - Residential & Light Commercial HVAC Loads - Arctic Air Inc. - Elite Software Develo ment In_c-_ Pataskala, OH 43062 Cullinan Residence - e 11 ys ern , 1~faO Pie Chart Pag i j Ventilation 6% j Door 2% Floor 32% - System r - Glass 28% 1 Main ; Loss 112,564 - ; ; B tuh Roof 6% Wall 27% I Floor 11 % Ventilation 6% Equipment 4% ° People 3% Roof 4 /o Door 1 % Wall 6% System T 1 Main Gain 64,278 Btuh Glass 66% i Rhvac - Residential & Light Commercial HVAC Loads i I Arctic Air Inc. Elite Software evelo ment Inc. Pataskala, OH 43062 ullinan Residence I _-Pa~e12 ~S~%starn_1 Main Bar Graph - 40,000 - i I II it 30,000 II System 1 Main 20,000 Loss j fl 112,564 Btuh 10,000 i I 0 - - Floor 32% Wall 27% Door 2% Roof 6% Glass 28% Ventilation 6% i I i 50,000 I II40,000 I II 30,000 j j System I 1 Main Gain 20,000 64,278 Btuh 10,000 0 I - - Floor 11 % Wall 6% Door 1 % Equipment 4% Roof 4% Glass 66% People 3% Ventilation 6% Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, Inc. Arctic Air Inc. Cullinan Residence i Pataskala, OH 43062 Page 13 li i System 9, Zone 1 Summary Loads (Average Load Procedure for Rooms) - Component - - Area Sen Lat - Sen Total1 Description Quan Loss Gain Gain Gain - - - 3A-w-o: Glazing-Double pane low-e (e = 0.40), oper-abl-e 741.5 26,331 -0 - 37,900 37,900 window, wood frame, u-value 0.53 3B-w-o: Glazing-Double pane low-e (e = 0.40), fixed 30 1,026 0 1,664 1,664 sash, wood frame, u-value 0.51 10C-w: Glazing-French door, double pane low-e glass (e 105.5 4,100 0 2,874 2,874 = 0.40), wood frame, u-value 0.58 11 D: Door-Solid Core 66.9 1,748 0 679 679 15A-Ofc-10: Wall-Basement, concrete block wall, no 2165 12,187 0 0 0 insulation or framing, no interior finish, filled core, 10' floor depth 15A-Ofc-6: Wall-Basement, concrete block wall, no 90 897 0 95 95 insulation or framing, no interior finish, filled core, 6' floor depth 12E-4sw: Wall-Frame, R-19 insulation in 2 x 6 stud 1599.1 5,891 0 1,118 1,118 cavity, R-4 board insulation, siding finish, wood studs 12E-4bw: Wall-Frame, R-19 insulation in 2 x 6 stud 172 633 0 102 102 cavity, R-4 board insulation, brick finish, wood studs 12C-4sw: Wall-Frame, R-13 insulation in 2 x 4 stud 2331 10,777 0 2,795 2,795 cavity, R-4 board insulation, siding finish, wood studs 18A-30: Roof/Ceiling-Below roof joists, Dark or Bold- 2735.5 6,231 0 2,326 2,326 Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 21A-20: Floor-Basement, Concrete slab, any thickness, 2 2050 3,709 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 19A-Ocp: Floor-Over enclosed unconditioned crawl 4089.8 30,366 0 6,799 6,799 space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood 20P-30: Floor-Over open crawl space or garage, Passive, 644.8 1,512 0 225 225 R-30 blanket insulation, any cover Subtotals for structure: 105,408 0 56,577 56,577 People: 4 800 920 1,720 Equipment: 475 1,800 2,275 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1, Zone 1 Load Totals: 105,408 1,275 59,297 60,572 Supply CFM: 2,776 CFM Per Square ft.: 0.409 Square ft. of Room Area: 6,786 Square ft. Per Ton: 1,216 Volume (W) of Cond. Space: 65,208 Air Turnover Rate (per hour): 2.6 V aC: Total Heating Required: 105,408 Btuh 105.408 MBH Total Sensible Gain: 59,297 Btuh 98 % Total Latent Gain: 1,275 Btuh 2 % Total Cooling Required: 60,572 Btuh 5.05 Tons (Based On Sensible + Latent) 5.58 Tons (Based On 75% Sensible Capacity) ' ~Nctes - - Calculations are based on 8th edition of ACCA Manual J. - - - - - All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I ctic it I OH 4306 Light Commercial HVAC Loads Elite Software CullinanpRe ment, Page LPa a e 14 'System 1, Zone 1 Pie Chart ~ Door 2% Floor 34% - Glass 30% System 1, Zone Loss _ 105,408 Btuh Roof 6% _F Wall 29% i Equipment 4% ~eople 3% Floor 12%, Door 1 % Roof 4% Wall 7%__ System 1, Zone 1 Gain 60,572 Btuh Glass 70% Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Arctic Air Inc. Cullinan Residence Pataskala, OH 43062 'i System 1, Zone 1 Bar Graph - - - - - 40,000 I~ 30,000 System 1, Zone 1 20,000 Loss 105,408 - Btuh 10,000 'J 0 - - Floor 34% Roof 6% Wall 29% Glass 30% Door 2% 50,000 40,000 30,000 System 1, Zone 1 Gain 20,000 60,572 Btuh 10,000 ~ F Floor 12% Wall 7% Door 1 % Equipment 4% Roof 4% Glass 70% People 3% - - - - - - - - - . g Elite Software-D"e-lo p-ment Inc- Rh c Residential 8 Li ht Commercial HVAC Loads Cullinan Residence Arctic Ai r Inc. Pataskala, OH 4306 Page 16 - - - Detailed Room Loads - Room 1 Lower Fo ehr ~'Avera.ge Load Procedure) Gana Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 19.5 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 283.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 2,828.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 0 Actual Winter Vent.: 2 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM -I Are+g Ben Clg Lat Sn^ Descn~,ion - Quantity value o I I"M _ Loss _ HTM _ Gain Gain S -Wall-15A-Ofc-10 2.5-X 10 25 0.084 5.6 141 0.0 0 0 W -Wall-1 5A-Ofc-1 0 2.5 X 10 25 0.084 5.6 141 0.0 0 0 N -Wall-1 5A-Ofc-1 0 2.5 X 10 25 0.084 5.6 141 0.0 0 0 W -Wall-1 5A-Ofc-1 0 9.5 X 10 95 0.084 5.6 535 0.0 0 0 S -Wall-15A-0fc-10 2.5 X 10 25 0.084 5.6 141 0.0 0 0 W -Wall-1 5A-Ofc-1 0 2.5 X 10 25 0.084 5.6 141 0.0 0 0 N -Wall-15A-Ofc-10 2.5 X 10 25 0.084 5.6 141 0.0 0 0 Floor-21A-20 14.5 X 19.5 282.8 0.027 1.8 511 0.0 0 0 Subtotals for Structure: 1,892 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 1,892 0 0 Rhvac - Residential & Light Commercial HVAC Loads - Elite Software Development, Inc. Arctic Air Inc. Cullinan Residence Pataskala, OH 43062 = -Page 17 - LOaCiS - Exercise- rR€.rF pia; jA' vri"O9'G Load Procedu, j Ger7erai - - , Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 221.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 2,210.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 0 Actual Winter Vent.: 2 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM ltcm P,rea Hty Ser C!g Lot 0 O j i Description W -Wall-1 5A-0fc-1 0 13 X 10 Quantity 0.084 H 5.6 L 732 H O 0 vain Gain N -Wall-1 5A-0fc-1 0 17 X 10 170 0.084 5.6 957 0.0 0 0 Floor-21A-20 13 X 17 221 0.027 1.8 400 0.0 0 0 Subtotals for Structure: 2,089 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 2,089 0 0 i OH 4306 Light Commercial HVAC Loads Elite Software anP Residence L Arc tic rctic Air ir Inc. Culln Pa a 18 li LPataskala, Ce a :'e oolr Loads -Room 3 -Media c~ige Load Proeed~r-e) General - - - - - 1 Calculation Mode: Htg. & clg. Occurrences: Room Length: 19.5 ft. System Number: 1 Room Width: 18.5 ft. Zone Number: 1 Area- 361.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 3,608.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 0 Actual Winter Vent.: 3 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM ltem _ y g Sc, CIA-m g Lut Description i2uantity Value TM Loss HTM Cain Gain _ H _ W -Wall-15A-Ofc-10 5.5 X 10 55 0.084 5.6 310 0.0 0 N -Wall- 1 5A-Ofc-1 0 19.5 X 10 195 0.084 5.6 1,097 0.0 0 0 E -Wall-1 5A-Ofc-1 0 18.5 X 10 185 0.084 5.6 1,041 0.0 0 0 Floor-21A-20 18.5 X 19.5 360.8 0.027 1.8 653 0.0 0 0 Subtotals for Structure: 3,101 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 3,101 0 O I i - l Elite Software Dewvelloo- pment, Inc. Arctic Rhvac - Air Inc. Residential & Light Commercial HVAC Loads Cullinan Residence Pataskala, OH 43062 Page 19 Detailed Room Loads - Room 4 - Rec Room (Average Load Proceaure) ~qlm General It Mode: Htg. & cig. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 247.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 2,465.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 0 Actual Winter Vent.: 1 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: p % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM 'tom.., Area mD_ Htg Sen . Cig Lat Sen , D C t! i V ! l I - E Wall-15 v , A-Ofc- -10 14.5 X-1 0 145 0.084 5.6 816 0.0 0 0 Floor-21A-20 14.5 X 17 246.5 0.027 1.8 446 0.0 0 0 j Subtotals for Structure: 1,262 0 0 j Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 1 Room Totals: 1,262 0 0 t OH 4306 Light Commercial HVAC Loads Elite Software Cull Developmen, Inc. Pais Air Inc. Pie 20 Detailed Room Loads -Room 5 -Wine Cellar/ Kitchen/ Card F_oom (Average Load - Procedure) C1 a - g g - - - - Calculation Mode: Ht . & cl Occurrences: 1 J Room Length: 29.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 377.0 sq.ft. Supply Air: 28 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 3,770.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 28 CFM Percent of Supply.: 10 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 322 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.116 in.wg./100 ft. Actual Summer Infil.: 0 CFM A ea D w:3 - a,~tity Vai~. ~ - Loss N -Wall-15A-Ofc-10 12 X 10 120 0.084 5.6 675 0.0 0 0 E -Wall-1 5A-Ofc-1 0 13 X 10 130 0.084 5.6 732 0.0 0 0 N -Wall-1 5A-Ofc-1 0 15 X 10 150 0.084 5.6 844 0.0 0 0 Floor-21A-20 13 X 29 377 0.027 1.8 682 0.0 0 0 Subtotals for Structure: 2,933 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Equipment: 0 600 Room Totals: 2,933 0 600 - - - - P - Rhvac -Residential & Light Commercial HVAC Loads - Elite Software Develo men t, Inc. Arctic Air Inc. Cullinan Residence Pataskala, OH 43062 Pa a 21 J - - Detailed Room Loads -Room 6 -Storage (Average Load Rrocedure - - General - Calculation Mode: Htg. & clg. Occurrences: 1-- --J Room Length: 21.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 315.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/ hr Volume: 3,150.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 0 Actual Winter Vent.: 3 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM , - Item Area -U- H±g Sen en yCtg Lat S illy rtp.ll"'I Q nt, tv `,~gii." JT1V9 1.. . 0 ' f e I''v'1 i 33 i n halo E -Wall-15A-Ofc-10 15 X 10 150 0.084 5_.6 844 0.0- S -Wall-15A-0fc-10 21 X 10 210 0.084 5.6 1,182 0.0 0 0 W Mall- 15A-Ofc-10 15 X 10 150 0.084 5.6 844 0.0 0 0 Floor-21A-20 15 X 21 315 0.027 1.8 570 0.0 0 0 Subtotals for Structure: 3,440 0 0 j Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Room Totals: 3,440 0 0 I Rhvac - Residential & Light Commercial HVAC Loads Culling Pa a 22 Elite Software Develop Residence Inc. Arctic Air Inc. Pataskala, OH 43062 Detailed Room Loads - Room 7 - Guest Room/ Bath (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 19.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 247.0 sq.ft. Supply Air: 51 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 2,470.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 51 CFM Percent of Supply.: 6 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 583 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.372 in.wg./100 ft. Actual Summer Infil.: 0 CFM i, 3, ~S -Wall-15A-Ofc-6 12 X 10 - 90 0.110 - 10.0 897 - 1.1 0 9 5 W -Wall-15A-Ofc-10 13 X 10 130 0.084 5.6 732 0.0 0 0 S -GIs-3A-w-o shgc-0.61 0%S 30 0.530 35.5 1,065 33.0 0 991 Floor-21A-20 13 X 19 247 0.027 1.8 447 0.0 0 0 j Subtotals for Structure: 3,141 0 1,086 Infil.: Win.: 0.0, Sum.: 0.0 48 0.000 0 0.000 0 0 Equipment: 125 0 Room Totals: 3,141 125 1,086 Rhvac Residential & Light Commercial HVAC Loads . Arctic ala, Inc. c. 43062 Elite Software Develo me Inc. Arctic Air ulling Pa a 23 - - - p Residence nt, In Detailed Room Loads - Room 8 - Entry (Average 'Load ,procedure) - _s Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 22.5 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 315.0 sq.ft. Supply Air: 53 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 3,150.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 53 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 606 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.402 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area Htg Sen - CIg L-t S r ' jntilv Value HT 01 os"S HTN~ -Gain S -Wall-12E-4sw 2.5 X 10 25 0.055 3.7 92 0.7 0 17 W -Wall-12E-4bw 2.5 X 10 25 0.055 3.7 92 0.6 0 15 N -Wall-12E-4bw 2.5 X 10 25 0.055 3.7 92 0.6 0 15 i W -Wall-12E-4bw 9.5 X 10 47 0.055 3.7 173 0.6 0 27 S -Wall-12E-4bw 2.5 X 10 25 0.055 3.7 92 0.6 0 15 W -Wall-12E-4bw 2.5 X 10 25 0.055 3.7 92 0.6 0 15 N -Wall-12E-4bw 2.5 X 10 25 0.055 3.7 92 0.6 0 15 W-Door-11 D 6 X 8 48 0.390 26.1 1,254 10.1 0 487 Floor-19A-Ocp 14 X 22.5 315 0.295 7.4 2,339 1.7 0 524 Subtotals for Structure: 4,318 0 1,130 Infil.: Win.: 0.0, Sum.: 0.0 245 0.000 0 0.000 0 0 Room Totals: 4,318 0 1,130 ' Rhvac - Residential & Light Commercial HVAC Loads Elite Software Develo ment, Inc. Arctic Air Inc. Cullinan Residence Pataskala, OH 43062 Page 24 Detailed Room Loads - Room 9 - Study (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 221.0 sq.ft. Supply Air: 136 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 2,210.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 136 CFM Percent of Supply.: 3 % Runout Duct Size: 7 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 510 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.131 in.wg./100 ft. Actual Summer Infil.: 0 CFM A 'e D~ - - - 'Quantity - - Value: - - - - - W -Wall-12_ E-4sw 13 X 10 94 0.055 3.7 346 0.7 0 66 N -Wall-12E-4sw 17 X 10 170 0.055 3.7 626 0.7 0 119 W -GIs-3A-w-o shgc-0.61 0%S 36 0.530 35.5 1,278 65.5 0 2,358 Floor-19A-Ocp 13 X 17 221 0.295 7.4 1,641 1.7 0 367 Subtotals for Structure: 3,891 0 2,910 Infil.: Win.: 0.0, Sum.: 0.0 300 0.000 0 0.000 0 0 Room Totals: 3,891 0 2,910 Rhvac - Residential & Light Commercial HVAC Loads Elite SoftwareDevelon Residence ment Inc. Arctic Air Inc. Cullina askala, OH 43062 Pat Page 25 Mailed Room Loads - Room 10 - Family Room (Average Load Procedure) LGeneral Calculation Mode: Htg. & clg. Occurrences: 1 - Room Length: 20.0 ft. System Number: 1 Room Width: 18.5 ft. Zone Number: 1 Area: 370.0 sq.ft. Supply Air: 407 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.6 AC/hr Volume: 3,700.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 4 Actual Winter Vent.: 9 CFM Runout Air: 102 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 15 CFM Runout Air Velocity: 518 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.167 in.wg./100 ft. Actual Summer Infil.: 0 CFM Htj "en ~e `F scriPtion Qu ntity Value HTM Loss HTM Lot en y - - - - Gam ---Gam W -Wall-12E-4sw 5.5 X-1-0 38.5 0.055 3.7 142 0.7 0 27 N -Wall-12E-4sw 20 X 10 131 0.055 3.7 483 0.7 0 92 E -Wall-12E-4sw 18.5 X 10 116 0.055 3.7 427 0.7 0 81 W -GIs-3A-w-o shgc-0.61 0%S 16.5 0.530 35.5 586 65.5 0 11081 N -GIs-3A-w-o shgc-0.61 100%S 16.5 0.530 35.5 586 19.8 0 326 N -GIs-3A-w-o shgc-0.61 100%S 36 0.530 35.5 1,278 19.7 0 710 N -GIs-3A-w-o shgc-0.61 100%S 16.5 0.530 35.5 586 19.8 0 326 E -GIs-3A-w-o shgc-0.61 0%S 33 0.530 35.5 1,172 65.5 0 2,162 E -GIs-3A-w-o shgc-0.61 0%S 36 0.530 35.5 1,278 65.5 0 2,358 Floor-1 9A-Ocp 18.5 X 20 370 0.295 7.4 2,747 1.7 0 615 Subtotals for Structure: 9,285 0 7,778 Infil.: Win.: 0.0, Sum.: 0.0 440 0.000 0 0.000 0 0 People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: 9,285 800 8,698 Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc Arctic Air Inc. Allps, Cullinan Residence Pataskala, OH 43062 Page 26 De%aised Room Loads - Room 11 - Hearth Room (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 210.0 sq.ft. Supply Air: 198 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.7 AC/hr Volume: 2,100.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 99 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 505 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.159 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen LDescription Quantity Value HTM Loss HTM Gain Gain E -Wall-12E-4sw 14 X 10 81.5 0.055 3.7 300 0.7 0 57 E -GIs-3A-w-o shgc-0.61 0%S 49.5 0.530 35.5 1,758 65.5 0 3,242 E -GIs-3B-w-o shgc-0.61 0%S 9 0.510 34.2 308 65.2 0 587 Floor-19A-Ocp 14 X 15 210 0.295 7.4 1,559 1.7 0 349 Subtotals for Structure: 3,925 0 4,235 Infil..- Win.: 0.0, Sum.: 0.0 140 0.000 0 0.000 0 0 Room Totals: 3,925 0 4,235 I Rhvac - Residential & Light Commercial HVAC Loads c. - - - - Elite Software Develop Reme Innt, In . Arctic Air Inc. Culling Pataskala, OH 43062 Pie 27 vetaiied Room Loads - Room 12 - X itci ie/ tl usual Dining (Average Load Procedure) ~enefai Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 27.0 ft. System Number: 1 Room Width: 13.5 ft. Zone Number: 1 Area: 365.0 sq.ft. Supply Air: 478 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 7.9 AC/hr Volume: 3,645.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 4 Actual Winter Vent.: 10 CFM Runout Air: 119 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 17 CFM Runout Air Velocity: 608 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.229 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area Htg Sen Cig Lpl Sen Quant ty a I u HTM Loss HTM G Gain N Wall 12E-4sw 12 X 10 48 0.055 3.7 177 007 0 34 E -Wall-12E-4sw 13.5 X 10 57 0.055 3.7 210 0.7 0 40 S -Wall-12E-4sw 15 X 10 91.5 0.055 3.7 337 0.7 0 64 N -G1s-10C-w shgc-0.43 100%S 72 0.580 38.9 2,798 17.0 0 1,224 E -GIs-3A-w-o shgc-0.61 0%S 66 0.530 35.5 2,344 65.5 0 4,323 E -GIs-3B-w-o shgc-0.61 0%S 12 0.510 34.2 410 65.2 0 782 S -GIs-3A-w-o shgc-0.61 0%S 49.5 0.530 35.5 1,758 33.0 0 1,635 S -GIs-3B-w-o shgc-0.61 0%S 9 0.510 34.2 308 32.8 0 295 Floor-19A-Ocp 13.5 X 27 364.5 0.295 7.4 2,706 1.7 0 606 Subtotals for Structure: 11,048 0 9,003 Infil.: Win.: 0.0, Sum.: 0.0 405 0.000 0 0.000 0 0 Equipment: 0 1,200 Room Totals: 11,048 0 10,203 'Rh vac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Arctic Air Inc. Cullinan Residence Pataskala, OH 43062 page 28 Detailed Room Loads - boom 13 - Crai161 running/ Pantry/ Gar. Entry (Average Load Procedure) LGeCle. Calculation Mode: Htg& clg Occurrences: 1 Room Length: 22.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 330.0 sq.ft. Supply Air: 164 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.0 AC/hr Volume: 3,300.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 164 CFM Percent of Supply.- 4 % Runout Duct Size: 8 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.093 in.wg./100 ft. Actual Summer Infil.: 0 CFM i Area Htg C;Ig Lat Sen Quantit,,, HTL1! : ~s HTM Garr Gain l E -Wall-12E4sw 15 X 10 138 0.055 3.7 509 0.7 0 96 S -Wall-12E-4sw 22 X 10 201.1 0.055 3.7 741 0.7 0 140 W -Wall-12E-4sw 15 X 10 126 0.055 3.7 464 0.7 0 88 S -Door-11 D 2.7 X 7 18.9 0.390 26.1 494 10.1 0 192 E -GIs-3A-w-o shgc-0.61 0%S 12 0.530 35.5 426 65.5 0 786 W -GIs-3A-w-o shgc-0.61 0%S 12 0.530 35.5 426 65.5 0 786 W -GIs-3A-w-o shgc-0.61 0%S 12 0.530 35.5 426 65.5 0 786 UP-Roof-18A-30 6.5 X 15 97.5 0.034 2.3 222 0.9 0 83 F loor- 1 9A-Ocp 15 X 22 330 0.295 7.4 2,450 1.7 0 549 Subtotals for Structure: 6,158 0 31506 Infil.: Win.: 0.0, Sum.: 0.0 520 0.000 0 0.000 0 0 Room Totals: 6,158 0 3,506 Rhvac - Residential &Light Commercial HVAC Loads - - - Elite Software Development, Inc. Arctic Air Inc. Cullinan Residence j Pataskala, OH 43062 II^., ~ - - =Page 29 __etailed Room Loads - Room 1 Fort-nal Dining (Average Load Procedure) General - _ 1- Calculation Mode: Htg. & clg. -Occurrences: Room Length: 22.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 286.0 sq.ft. Supply Air: 140 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,860.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 140 CFM Percent of Supply.: 3 % Runout Duct Size: 7 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 523 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.137 in.wg./100 ft. Actual Summer Infil.: 0 CFM ,ter - A.Q tia Htg Sen G! L# Sen Desc ~iut~un - Quantity -Value HTM Loss HTM Gain Gain S -Wall-12E-4sw 12 X16- 10 120 0.055 3.7- 442 0.7 - - - _____84 W -Wall-12E-4sw 13 X 10 0 94 0.055 3.7 346 0.7 0 66 I W -GIs-3A-w-o shgc-0.61 O%S 36 0.530 35.5 1,278 65.5 0 2,358 Floor-19A-Ocp 13 X 22 286 0.295 7.4 2,124 1.7 0 475 Subtotals for Structure: 4,190 0 2,983 !Infil.: Win.: 0.0, Sum.: 0.0 250 0.000 0 0.000 0 0 Room Totals: 4,190 0 2,983 P casalla, OH 4306 Light Commercial HVAC Loads Elite Software Cull nanpResndence - - Page 30 Del-ailed Room Loads - Roomt 15 - Bath Stairs/111 nd rig (Average Load Procedure) - - = General - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 28.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 392.0 sq.ft. Supply Air: 145 CFM j Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 3,528.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 145 CFM Percent of Supply.: 4 % Runout Duct Size: 7 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 541 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.147 in.wg./100 ft. Actual Summer Infil.: 0 CFM Iterr H+O S en DeScripti-on Quantity vague HTM Loss 1119 - - -Lat Sen , HTM - -Gam --Gain S -Wall-12C-4sw 2.5 X 9 22.5 0.069 4.6 104 1.2 0 27 W -Wall-12C-4sw 14 X 9 96 0.069 4.6 444 1.2 0 115 N -Wall-12C-4sw 2.5 X 9 22.5 0.069 4.6 104 1.2 0 27 W -GIs-3A-w-o shgc-0.61 O%S 30 0.530 35.5 1,065 65.5 0 1,965 UP-Roof-18A-30 28 X 14 392 0.034 2.3 893 0.9 0 333 Floor-19A-Ocp 14 X 26.5 371 0.295 7.4 2,755 1.7 0 617 Floor-20P-30 14 X 1.5 21 0.035 2.3 49 0.4 0 7 Subtotals for Structure: 5,414 0 3,091 Infil.: Win.: 0.0, Sum.: 0.0 171 0.000 0 0.000 0 0 Equipment: 100 0 Room Totals: 5,414 100 3,091 9 Elite Software Develo ment . Rhvac Arctic - Residential & Li ht Commercial HVAC Loads Culling p e nt, Inc . Pataskala, OH 43062 Pace 31 - - - - Detailed Room Loads - Room 16 - Bedroom 2 (Average Load Procedure) -General - Calculation Mode: Htg. & clg. Occurrences - - 1 Room Length: 17.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 221.0 sq.ft. Supply Air: 144 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 1,989.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 144 CFM Percent of Supply.: 3 % Runout Duct Size: 7 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 541 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.147 in.wg./100 ft. Actual Summer Infil.: 0 CFM i+ - Area Quantity value ii i ivl Loss HT iv, Gaio vain ~ W -Wall-1 C2C-4sw 13 X 9 - - 87 0.069 -4.6-- y - - ' 402 1.2 0 104 11 i N -Wall-12C-4sw 17 X 9 138 0.069 4.6 638 1.2 0 166 W -GIs-3A-w-o shgc-0.61 0%S 30 0.530 35.5 1,065 65.5 0 1,965 N -GIs-3A-w-o shgc-0.61 100%S 15 0.530 35.5 533 19.7 0 296 UP-Roof-18A-30 17 X 13 221 0.034 2.3 503 0.9 0 188 Floor-19A-Ocp 13 X 17 221 0.295 7.4 1,641 1.7 0 367 Subtotals for Structure: 4,782 0 3,086 Infil.: Win.: 0.0, Sum.: 0.0 270 0.000 0 0.000 0 0 Room Totals: 4,782 0 3,086 I Rh Arctic Air Residential Light Co rcticmmercial HVAC Loads Inc. Elite Software Development, Inc. Pataskala, OH 43062-- _ Cullinan Residence Detailed R- e Loads - Room 7 7 - Master Suite (vora e Load - - - Pa9 - 32 yenerai g Procedure) _ Calculation Mode: Htg. & clg. Occurrences: Room Length: 20.0 ft. 1 Room Width: System Number: 1 19.0 ft. Zone Number: Area: 380.0 sqft. 1 Ceiling Height: Supply Air: 3 9.0 ft. 17 CFM Volume: 3,420.0 Supply Air Changes: 5.6 AC/hr cu.ft. Required Vent.: Number of Registers: 3 3 0 CFM Runout Actual Winter Vent.: i Air: 106 CFM 8 CFM Runout Duct Size: Percent of Supply.: 3 Runout Air Velocity: 6 in. Actual Summer Vent.: 11 CFM 538 ft./min. Percent of Supply: % Design Loss: Actual 0.100 in.wg./100 ft. Actual Winter Infil.: 4 % Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 0 CFM II'~ - 0 CFM Area - S - Uescr~ i , m _ tion u1 TNI Loss - - HTM Gan t Sen W -Wall-12C-4sw 5.5 X 9 ----Quantity - V ague --i~ iVl Gain N -Wall-12C-4sw 20 X 9 34.5 0.069 4.6 159 1.2 - 150 0.069 4.6 693 0 41 1 E-Wall-12C-4sw 14.5 X 9 70.5 0.069 4 1'2 0 185 j W -GIs-3A-w-o shgc-0.61 0%S .5 326 1.2 O 85 N -GIs-3A-w-o shgc-0.61 100%S 15 0.530 35.5 533 65.5 15 0.530 35.5 0 983 N -GIs-3A-w-o shgc-0.61 100%S 533 19.7 0 296 E -GIs-3A-w-o shgc-0.61 0%S 160 0.530 5 0.530 35.5 533 19.7 0 296 UP-Roof-18A-30 20 X 19 380 0.034 35.5 2,131 65.5 0 3,930 2.3 Floor-19A-Ocp 19 X 20 380 0.295 866 0.9 0 323 Subtotals for Structure: 7 4 2'821 1.7 0 632 Infil.: Win.: 0.0, Sum.: 0.0 360 8'595 0 6,766 0.000 0 0.000 0 0 Room Totals: 8'595 0 6,766 Rh Residential - - - Arctic ic Air Inc. & Light Commercial HVAC Loads _ Elite - Software ftM Culling Development, Inc. . L Pataskala, OH 43062 In c. Detailed Room -Loa ds - - - - - _ ==Page 33J - - Room 18 - Sittinc, j- , A~, garage Load Procedure) ji General - - Calculation Mode--- - ~f : Htg' & clg Room Length: ' Occurrences: - - Room Width.- 12.0 ft. System Number: 1 18.5 ft. Zone Number- Area.- 1 Ceiling Height: 222.0 sq ft. Supply Air.- 142 CFM Volume: 9.0 ft. Supply Air Changes: 1,998.0 cu.ft. Required Vent.: 4.3 AC/hr Number of Registers: 1 0 CFM Runout Air: Actual Winter Vent.: 5 CFM Runout Duct Size: 142 CFM Percent of Supply.: 3 % 7 in. Actual Summer Vent.: Runout Air Velocity: 533 ft./min. Percent of Supply: 4 CFM Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: M Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 0 CF% - 0 CFM 1 ~Descri tior, Se; Cig Lat - - P - _ Quantity ---Vaiue - H_TM _Loss _ HTM Sen~ N -Wall-12C-4sw 'f X 9 Gain 63 0.069 4.6 291 - _ Gain) E -Wall-12C-4sw 18.5 X 9 133 0.069 1.2 0 76 N -GIs-3A-w-o shgc-0.61 100%S 4.6 615 1.2 0 160 E -GIs-10C-w shgc-0.43 0%S 45 0.530 35.5 1,598 19.7 0 888 UP-Roof-18A-30 c- X 18.5 33.5 0.580 38.9 1,302 49.3 12 222 0.034 0 1,650 Floor-20P-30 18.5 X 12 2.3 506 0.9 0 189 222 0.035 2.3 521 0.4 0 78 i Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 275 4,833 0 3,041 0.000 0 0.000 0 0 Room Totals: 4,833 0 3,041 I Rhvac -Residential 8 Light c- ommercial HVAC Loads Arctic Air Inc. Etite Software Development, Inc. -Pataskala, OH 43062 Cullinan Residence j Deta/led Room Loads - Room 19 -Walk In v/oset (Aver Pa 3a ~ene~al--- age Load Procedure) j I Calculation Mode: Ht & cl 9 9 Room Length: Occurrences: - - 1 - 12.0 ft. System Number: Room Width: 13.0 ft. Zone Number: Area: 156.0 sq.ft. Supply Ceiling Height: Air. 31 CFM Volume: 9.0 ft. Supply Air Changes: 1.3 AC/hr Number of Registers: 1,404.0 cu.ft. Required Vent.: 1 Actual Winter Vent.: 0 CFM Runout Air: 31 CFM Percent of S 2 CFM Runout Duct Size: 4 in uPPIY 8 % j Runout Air Velocity: Actual Summer Vent.: 1 CFM 355 ft./min. Percent of Supply: Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 4 % Actual Loss: 0 CFM 0.140 in.wg./100 ft. Actual Summer Infil.: _ _ E Wall~iiur~-- C2ua tty Value H TM Loss Clg OLat FM -Son j 12C 4sw 13 X 9 117 0.069 - HTM - Gain Gain I S -Wall-12C-4sw 12 X 9 4.6 541 1.2 0-- 140 UP-Roof-18A-30 12 X 13 108 0.069 4.6 499 156 0.034 2.3 355 1.2 0 130 Floor-19A-Ocp 13 X 12 156 0.295 0.9 0 133 Subtotals for Structure: 7.4 1,158 1.7 0 259 Infil.: Win.: 0.0, Sum.: 0.0 225 2,553 0 662 0.000 0 0.000 0 0 j j Room Totals: 2,553 0 662 Rh -vac - Residential & Light Commercial HVAC Loads - - - - Arctic Air Inc. - Elite Software De-velo PmentInc. Pataskala, OH 43062 Cullman Residence ^'Y^ - - _ - - -Pa a 35 -Detailed Room Loads - Room 20 _ Master Bath ,v. e Load Procedure - I General Calculation Mode: Ht & cl - 9 9 Room LengthOccurrences: 1 : 11.0 ft. System Number: Room Width: 27.5 ft. 1 Zone Number: Area: 1 303.0 sq.ft. Supply Air: Ceiling Height: 9.0 ft. 37 CFM Volume: Supply Air Changes: 0.8 AC/hr 2,723.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: Runout Air: 37 CFM 3 CFM Percent of Supply.: Runout Duct Size: 4 in. Actual Summer Vent.: g % Runout Air Velocity: 425 ft./min. Percent of Supply- 1 C FM Design Loss: 0.100 i 4 % n.wg./100 ft. Actual Winter Infil.: Actual Loss: 0 CFM 0.199 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area t~. u±3---cam., - U@5i fi}1UUn tLilt c-en - Quantity Value HTM Loss_ HTM Gain Gain) S -Wall-12C-4sw 3 X 9 27 0.069 4.6 125 - j.2- -0 32 UP-Roof-18A-30 11 X 27.5 302.5 0.034 2,3 ggg Floor-19A-Ocp 27.5 X 11 302.5 0.295 7.4 2,246 0.9 0 257 Subtotals for Structure: 1.7 0 503 Infil.: Win.: 0.0, Sum.: 0.0 3,060 0 792 27 0.000 0 0.000 Equipment: 0 0 Room Totals: 150 0 3,060 150 792 j li Rhvac - Residential & Light Commercial HVAC Loads - - - - - - - - . i - 1 Arctic Air Inc. E-lite Software Development, Inc. Pataskala, OH 43062 Cullman Residence - - - - Page 36 Detailed Room Loads -Room 21 - Bedroom Procedure 3/ Hall/ W/Closet (Average Load General ~ - Calculation Mode: Ht-- & cl g 9• Occurrences: Room Length: 26.0 ft. System Number: 1 Room Width: 13.0 ft. 1 Zone Number: Area: 338.0 sq.ft. Supply Air: 1 141 CFM Ceiling Height: 9.0 ft. Volume: Supply Air Changes: 2.9 AC/hr Number of 3,042.0 cu.ft. Required Vent.: 0 CFM Registers: 1 Actual Winter Vent.: Runout Air: 146 CFM 5 CFM Percent of Supply.: 4 % Runout Duct Size: 7 in. Actual Summer Vent.: Runout Air Velocity: 547 ft./min. Percent of Supply: C FM Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: Actual Loss: 0.151 in.wg-1100 ft. Actual Summer Infil.: 0 CFM - - ,rea -1- 6 g Se " =19 Descrtption Lat _ _ Quantity Value _HTIYi Loss H% i S -Wall-12C-4sw 19 X 9 TM Gain Gain 171 0.069 W-Wall-12C-4sw 13 X 9 205 87 0.069 4.6 402 1.2 W -GIs-3A-w-o shgc-0.61 O%S 30 0.530 35.5 1,065 65.5 0 104 UP-Roof-18A-30 26 X 13 338 0.034 2.3 770 0 1,965 Floor-19A-Ocp 13 X 26 0.9 0 287 338 0.295 7.4 2,510 1.7 0 562 562 Subtotals for Structure: 5,538 0 3,123 Infil.: Win.: 0.0, Sum.: 0.0 288 0.000 0 0.000 0 O Room Totals: 5,538 0 3,123 I r Rhvac -Residential & Light Commercial HVAC Loads - - - i Arctic Air Inc. - - - Elite Software Develo ment Inc. 1 LPataskala, OH 43062 Cullinan Residence Page 37 Detailed Room Loads -Room 22- Laundry/ Hail (A, ;,fer age Load Procedure) General . Calculation Mode: Htg. & clg. Occurrenc-es: 1 - Room Length: 15.5 ft. System Number: 1 Room Width: 17.5 ft. Zone Number: 1 Area: 271.0 sq.ft. Supply Air: 62 CFM i Ceiling Height: 9.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 2,441.0 cu.ft. Required Vent.: 0 CFM it Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 62 CFM Percent of Supply.: 7 Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM % Runout Air Velocity: 454 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: Loss: Actual 0.166 in.wg./100 ft. Actual Summer Infil.: 0 CFM lte.,, - CFM - Area 0 Descfiptioo CUant t - - u}y - S-n - - - rig La+ - - - y value HIM Loss HTM Gain Garn E -Wall - 12C-4sw 14.5 X 8.5 _ _ -co 119.2 0.069 4.6 551 1.2 0 143 S-Wall-12E-4sw 7.5 X 9 67.5 0.055 3.7 249 0.7 E -Wall- 1 2C-4sw 6 X 9 54 0.069 4.6 0 47 W -Wall-12C-4sw 20.5 X 7.5 250 1.2 0 65 153.8 0.069 4.6 711 1.2 0 185 i E -GIs-3A-w-o shgc-0.61 0%S 4 0.530 35.5 142 65.5 0 262 UP-Roof-18A-30 15.5 X 17.5 271.2 0.034 2.3 618 0.9 Floor-19A-Ocp 14.5 X 15.5 224.8 0.295 7.4 1,669 1.7 0 231 Floor-20P-30 3 X 15.5 46.5 0.035 2.3 0 374 109 0.4 0 16 Subtotals for Structure: 4 299 0 1,323 Infil.: Win.: 0.0, Sum.: 0.0 399 0.000 0 0.000 0 0 j Room Totals: 4,299 0 1,323 Rhvac - Residential &Light Commercial HVAC Loads Arctic Air Inc. - Elite Software Development Inc. Pataskala, OH 43062 Cullinan Residence Detailed Room Loads - Room 23 - Bedroom 4/_Bath (Aiverage Load Procedure) Patel Ge++eral - - - Calculation Mode: Ht & cl 9• 9. Occurrences: - ~ Room Length: 24.5 ft. System Number: 1 Room Width: 14.5 ft. Zone Number. 1 Area: 355.0 sq.ft. Supply Air: 97 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1,8 AC/hr Volume: 3,197.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 97 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 492 ft./min. Percent of Supply: 4 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 Actual Loss: CFM 0.151 in.wg./100 ft. Actual Summer Infil.: 0 CFM U+c ND +ipcior, Quantity- -Value 11 i M -Loss - HTM Gain G ~r all 12C-4sw 8.5 X 9 Gain 76.5 0.069 4.6 354 1.2 0 _ 92 E -Wall-12C-4sw 13 X 9 117 0.069 4.6 541 1.2 0 140 S -Wall-12C-4sw 3 X 9 27 0.069 4.6 125 1.2 0 32 E -Wall-1 2C-4sw 5.5 X 9 49.5 0.069 4.6 229 1.2 0 S -Wall-12C-4sw 6.5 X 9 59 33.5 0.069 4.6 155 1.2 0 40 W -Wall-12C-4sw 5.5 X 9 49.5 0.069 4.6 229 1.2 0 59 S -Wall-12C-4sw 15 X 9 135 0.069 4.6 624 1.2 0 W -Wall-12C-4sw 13 X 9 162 117 0.069 4.6 541 1.2 0 140 N -Wall-12C-4sw 8 X 9 72 0.069 4.6 333 1.2 0 86 S -GIs-3A-w-o shgc-0.61 0%S 25 0.530 35.5 888 33.0 0 UP-Roof-18A-30 24.5 X 14.5 355.2 0.034 2.3 809 826 Floor-20P-30 14.5 X 24.5 0.9 0 302 355.2 0.035 2.3 833 0.4 0 124 Subtotals for Structure: 5,661 Infil.: Win.: 0.0, Sum.: 0.0 702 0 2,062 0.000 0 0.000 0 0 j Equipment: 100 0 j Room Totals: 5,661 100 2,062 i R - 1 - - ° Rhvac -Residential $ Light Commercial HVAC Loads Arctic Air Inc. - - Elite Software DeveloPment, Inc. Pataskala, OH 43062 Cullinan Residence Page 39 ,Room Cooling and Heating Loads Bar Grams - - Lower Foyer Exercise Room Cooling Media Room Rec Room - I j Wine Cellar/ Kitchen/ Card Room I I ; - Storage - ~ I Guest Room/ Bath i Entry k Study Heating Family Room - 0 2,000 4,000 6,000 8,000 10,000 Btuh i - - Rhvac -Residential & -Light Commercial HVAC Loads - - - Arctic Air Inc. Elite Software-DeveloPment' Inc. Pataskala, OH 43062 Cullman Residence - - Pac e40 ROOM Cooling and Heating Loads Bar Graphs Hearth Room Kitchen/ Casual Dining e = Cooling A Crafts/ Planning/ I Pantry/ Gar. Entry IFormal Dining I I w~\\ Bath/ Stairs/ Landing 4~, A Bedroom 2 - I Master Suite - a' Sitting Room 4 Heating Walk In Closet Master Bath I i 0 5,000 10,000 15,000 I I i I Btuh Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Arctic Air Inc. - Cullinan Residence Lataskala, OH 43062 Inc. Page 41 LRoom Cooling and Heating Loads Bar Graphs Bedroom 3/ Hall/ WICloset r. Cooling : I - Laundry/ Hall - - j - i ! ! Bedroom 4/ Bath Heating 0 1,000 2,000 3,000 4,000 5,000 6,000 i Btuh j - P ' Rhvac -Resi dential& Light Commercial HVAC Loads Arctic Air Inc. Elite Software Develo Inc. I Pataskala, OH 43062 Cullinan Re~ Residence ROOM fooling Loads Bar Graphs Lower Foyer X, II . Exercise Room Sensible i~ Media Room I Rec Room I I Wine Cellar/ Kitchen/ Card Room Storage ~i Guest Room/ Bath 'll Entry ! Latent j Study i Family Room 0 2,000 4,000 6,000 8,000 10,000 I I i Btuh I i I - - Rhvac -Residential & Light Commercial HVAC Loads _ Arctic Air Inc. - --]C\ Elite Software Develop - ment-, Inc. ite Pataskala, OH 43062 raf Cullinan Residence MEW ,LRvo,oom Coorfng Loads Bar Graphs - Hearth Room I Kitchen/ Casual Dining i i Sensible Crafts/ Planning/ Pantry/ Gar. Entry Formal Dining I Bath/ Stairs/ Landing r Bedroom 2 Master Suite Sitting Room Walk In Closet I Latent F ..J, I r- Master Bath 0 5,000 10,000 15,000 Btuh Rhvac -Residential & Light Commercial HVAC Loads - - - Arctic Air Inc. ite nment, Inc. - - - - - - - SoftwareDevelo I Pataskala, OH 43062 Cullina Pa a 44 Residence j - Room Cooling Loads Bar Graphs - Bedroom 3/ Hall/ WlCloset - Sensible I I I it Laundry/ Hall 11 ~ I 1 Bedroom 4/ Bath Latent l I I 0 1,000 2.000 _ 3,000 4,000 II Btuh j ' Rhvac - Residential tLight commercial HVAC Loads - - -----e So- - np Arctic Air Inc. Elitftware Residence eL Pataskala, OH 43062 Cullina - - - - - - - - - - - OYStem Room Load Summary _ Ht9 Htg Run Run Clg CI 9 CI --jr Fu-'r Area Sens Nom Duct Duct Sens n g AF 3 r Lat . Jom Sys ---Zone 1--- CFM C F M 1 Lower Foyer 283 1,892 25 0-0 0 0 0 0 0 2 Exercise Room 221 2,089 28 0-0 0 0 0 0 3 Media Room 361 3,101 41 0-0 0 0 0 O 4 Rec Room 0 2470 1,262 17 0 5 Wine Cellar/ 0-0 0 0 0 0 0 377 2,933 39 1-4 322 600 0 28 28 j Kitchen/ Card Room 6 Storage 315 3,440 46 0-0 0 0 0 0 7 Guest Room/ Bath 247 3,141 42 1-4 583 1,086 125 51 1 III 8 Entry 315 4,318 58 1-4 51 ~ 9 Stud 606 1,130 0 53 53 y 221 3,891 52 1-7 510 2,910 0 136 136 10 Family Room 370 9,285 124 4-6 518 8,698 800 407 407 11 Hearth Room 210 3,925 52 2-6 505 4,235 12 Kitchen/ Casual 365 11,048 148 4-6 0 198 198 Dining 608 10,203 0 478 478 13 Crafts/ Planning/ 330 6,158 82 1-8 470 3,506 0 164 164 Pantry/ Gar. Entry 14 Formal Dining 286 4 ,190 56 1-7 523 2,983 0 140 140 j 15 Bath/ Stairs/ 392 5,414 72 1-7 541 3,091 100 145 145 Landing 16 Bedroom 2 221 4,782 64 1-7 541 3,086 p 144 17 Master Suite 380 8,59 144 5 115 3-6 538 6,766 0 317 317 i 18 Sitting Room 222 4,833 65 1-7 533 3,041 ~ 1 0 131 142 9 Walk In Closet 156 2,553 34 1-4 355 662 0 31 31 20 Master Bath 303 3,060 41 1-4 425 792 150 37 37 21 Bedroom 3/ Hall/ 338 5,538 74 1-7 547 3,123 0 146 WICloset 146 22 Laundry/ Hall 271 4,299 57 1-5 454 1,323 0 62 62 I 23 Bedroom 4/ Bath 355 5,661 76 1-6 492 2,062 100 97 Ventilation 97 7,156 1,602 2,104 System 1 total 6,786 112,564 1,410 60,899 3 System 1 Main Trunk Size: 22x22 in. 379 2'776 2'776 Velocity: 880 ft./min Loss per 100 ft.: 0.055 in.wg C~elino Svstc?m Si mmarv - - - - Coo Tons ling SensiblelLatent Sensible Latent J Total ?+.d Utuh Stuh Net Required: 5.36 - ~U 95%/5% - - Recommended: 60,899 3, 379 64,278 6.77 75%/25% 60,899 20,300 81,199 II I-~au~i3rnent Data Heating System - Type: Cooling System Model: Brand: Efficiency: Sound: j Capacity: Sensible Capacity: n/a Latent Capacity: n/a 0 Btuh 0 Btuh ~ I 13 Dec 2006 05:56PM Page 1 CORINTHIAN FINE DOMES CSID:6144644730 YOUR MSGS FROM MS " ______=====0000004993_________________ Wed 13-Dec-06 05:56p FOR: NO ONE SPECIFIC CALLER: CURT COMPANY: STANLEY STEEMER PHONE: :614-764-2000 NATURE: :RE:AIR DUCT CLEANING ON HOME ON BORDEAUX CT; NEED ASSISTANCE WITH DIRECTIONS Message History Account: 4993 Taken: Wed 13-Dec-2006 11:38a KRB Given: Wed 13-Dec-2006 11:39a pgr Serial#: 1 Msg Dispatch History Acct: 4993 #01: Wed 13-Dec-2006 11:38a DAT Pending 16142060233 Alpha Page #02: Wed 13-Dec-2006 11:39a DAT Pending 16142060007 Alpha Page #03: Wed 13-Dec-2006 11:39a DAT Alpha Paged 16142060233 #04: Wed 13-Dec-2006 11:39a DAT Alpha Paged 16142060007 ______=====0000004993_________________ Superior Walls Foundations Project 06-1295 Owner: Cullinan Residence Builder- Corinthian Hones Salesmarx SH Designed By CK Creates! 12/4/2006 Last Modified: 1/02/2006 O G - rl or $12 Comment ~C 1 File Name: 06-1295 xxx NOT TO SCALE xxx These Drawings are approved for final production as illustrated and not subject to change. Customer S'~grature Date Salespeople: please locate the crane pad on this page. Builder/Customer. All walls on this drawing are 10_1/4', width (thick). Beam Pockets Recess into walls 6' (unless noted). Please Double Check All Object Locations. Please Verify Beam Pocket Sizes and Locatians. Please Verify All Point Load Locations and Amounts. Please Double Check All Dimension. Please Verify Wall Dimensions and Object Dimensions. Please Double Check All Modified Dimension. Please Verify Modified Wall Dimensions and Object Dimension. Drawing Summary Block (Revision # 0) 1 Bean Pocket with 1 Extra Stud 1 Beam Pocket with 3 Extra Studs 1 Bean Pocket with 4 Extra Studs 1 Bean Pocket with 5 Extra Studs 19 Support Ledges Totaling 31'-8' 20 Multi Studs ( [191 10' Single Studs > ( (11 10' Double Stud ) 4 Notches (4' Wide x 6' Recess x 24' High) [ Obj - Nhs I 1 Column Pad [2' x 2'l Installed (under wall) 2 Column Pad 13' x 3'I Installed (under wall) 1 Column Pad [4' x 4'1 Installed (under wall) 4' Walls - Linear Feet: 129'-10' 10' Walls - Linear Feet: 258'-6' - Object Details in inches - Customer ID # Ob j Width Height Header 0 St Initials A 19 MS 1-Stud 115 0 M B 1 MS 2-Studs 115 0 M C 1 BPS 5 Xtr Stds103 0 M D 1 Pad 48 48 7_1/2 M E 2 BP 8 8_3/8 0 M S F 2 BPS 3 Xtr Stds103 0 M G 2 BPS 4 Xtr Stds103 0 M H I Cut 98_1/2 24 0 M I 1 BP 8 8_1/2 0 M S J 1 Win 60_3/4 60_1/2 19 R 1 K 1 BPS 1 Xtr Std 103 0 M L 1 Pad 24 24 4_1/2 M M i BP 8 8_1/4 0 M S N 1 Cut 39 24 0 M 0 1 Cut 219 24 0 M P 1 Cut 111 24 0 M a 4 Nhs 4 24 0 M R 2 Pad 36 36 6 M NOTE: All doors are measured from B.O.W. F/4 LD COPY 3' 4 17' 21' - 12' Mill _ U 3/4' 0 9 d 00 to q ~ ~ ~ r ~ IJI 7 " ~ ~ 16'5' 21'7' a L u~ D IT v4' 2'1 v4' ' 2'5 v4' 4'9 L/2' - VEI F 1'3 3/4' 83/4' pp S'4' > of Of $g~~~ 48 1/4' F '61gluum I , E 0~ ED o El E~ 08 12'6• a R 11 mph i6'2'6'2• 15'~... $ A" 3' '4' 1214' m 2 " ca 7'21/2' oa 6'6' 15'5 1/2' 6'10' T- - - - 0 , '9 7/8' 4'6 7/8' 3'3' 1'4 1/2' O 82 1/2' 76 U2' WN C 22'8' ~ h ~ ey A A p ,P~T N O N ~rtI ~A Cll ~ ~ N " as ~c~ m I ~ v o 0 00 o 441 1 ' 2'10 v2' 9'3' --a2,~ 18'3' ~I 2'10 1/2' 3s' 1 0- +-a PCL ¢ rz ~u 0 WCD 243 0 -7Ln R ~2 P- -3 0 CL 3°oFeQ°>3~ _9 ~n P z _Ln tt~~ LA CD 3 3 O P p- ~ -i N rF 13 I nl CI LI QC+ 3i 31 I NI ~I I I tD l I I Pj ~I I I I I N _ Z 00 0 -211 - ~ o rt Ln Rt e 0 _tA U, P3(8 p to Z 3 C- j !no (D Ln L~ In p z Ln m ((D m ~ 0- 5r (O I ~I c Ul , I I N I ~I ~I C I Pl -ay fD l I I I I Pj (D I 1 I I PJ C A Ch ~ C.l1 3 N V1 CD Permit # Permit Date i REScheck Software Version 3.7 Release 1 b Compliance Certificate Project Title: BDCH0206 Cullinan Residence Report Date: 11102106 Energy Code: 20031ECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: Lot #125 Tartan West Joe Aulino and Kevin Koch Jamee Parish Dublin, OH 43016 Corinthian Homes of Ohio Richard Taylor Architects Permit Date: 11.02.06 90 S High Street 53 N High Street Dublin, OH 43017 Dublin, OH 43017 614-766-7955 614-766-7257 jamee@rtastudio.com • • 1 1059 3.9% Better Than Co-de • • Cavity Glazing • • R-ValUe or Door U-Factor Ceiling 1: Flat Ceiling or Scissor Truss: 3381 30.0 0.6 118 2x6 First Floor Walls: Wood Frame, 16" o.c.: 2619 19.0 0.6 123 Operable Windows: Wood Frame:Double Pane with Low-E: 392 0.470 184 Fixed Windows: Wood Frame:Double Pane with Low-E: 31 0.470 15 Door 1: Glass: 120 0.450 54 Door 2: Solid: 31 0.360 11 2x4 Second Flow Walls: Wood Frame, 16" o.c.: 2596 13.0 0.6 190 Operable Windows: Wood Frame:Double Pane with Low-E: 237 0.470 111 Fixed Windows: Wood Frame:Double Pane with Low-E: 12 0.470 6 Door 3: Glass: 35 0.450 16 Basement Wall 1: Solid Concrete or Masonry: 2357 0.0 5.0 183 Operable Window: Wood Frame:Double Pane with Low-E: 25 0.470 12 Dow 4: Solid: 19 0.360 7 Flow 1: All-Wood Joist/Truss:Over Unconditioned Space: 430 19.0 0.6 20 Flow 2: All-Wood Joist/Truss:Over Outside Air. 270 30.0 0.6 9 Furnace 1: Forced Hot Air: 90 AFUE Compliance Statement Statement of Compliance: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7 Release 1 b and to comply with the mandatory requirements listed in the REScheck Inspection Cheddist. 0- 70, le L 2 TW ('07, /Y0 ild esigner Company Name Date BDCH0206 Cullinan Residence Page 1 of 5 CNJ( REScheck Software Version 3.7 Release 1 b Inspection Checklist Date: 11/02/06 Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity + R-0.6 continuous insulation Comments: Above-Grade Walls: ? 2x6 First Floor Walls: Wood Frame, 16" o.c., R-19.0 cavity + R-0.6 continuous insulation Comments: ? 2x4 Second Floor Walls: Wood Frame, 16" o.c., R-13.0 cavity + R-0.6 continuous insulation Comments: Basement Walls: ? Basement Wall 1: Solid Concrete or Masonry, 10.0' ht/9.3' bg/9.5' insul, R-5.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: ? Operable Windows: Wood Frame:Double Pane with Low-E, U-factor. 0.470 For windows without labeled 1.1-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Fixed Windows: Wood Frame:Doubie Pane with Low-E, 1.1-factor 0.470 For windows without labeled 1.1-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Operable Windows: Wood Frame:Double Pane with Low-E, U-factor: 0.470 For windows without labeled 1.1-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Fixed Windows: Wood Frame:Doubie Pane with Low-E, U-factor. 0.470 For windows without labeled 1.1-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Operable Window: Wood Frame:Double Pane with Low-E, 1.1-factor 0.470 For windows without labeled U-factors, describe features: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ? Door 1: Glass, U-factor: 0.450 Comments: ? Door 2: Solid, U-factor: 0.360 Comments: ? Door 3: Glass, U-factor: 0.450 Comments: ? Door 4: Solid, U-factor: 0.360 BDCH0206 Cullinan Residence Page 2 of 5 Comments: Floors: ? Floor 1: All-Wood JoistlTruss:Over Unconditioned Space, R-19.0 cavity + R-0.6 continuous insulation Comments: ? Floor 2: All-Wood Joist/Truss:Over Outside Air, R-30.0 cavity + R-0.6 continuous insulation Comments: Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air. 90 AFUE or higher Make and Model Number: Air Leakage: ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. ? Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: ? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ? Required on the warm4n-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ? Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ? Materials and equipment must be identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ? Insulation R-values, glazing U-factors, and heating equipment efficiency must be dearly marked on the building plans or specifications. Duct Insulation: ? Supply ducts in unconditioned attics or outside the buikkig must be insulated to R-8. ? Return ducts in unconditioned attics or outside the building must be insulated to R-4. ? Supply ducts in unconditioned spaces must be insulated to R-8. ? Return ducts in unconditioned spaces (except basements) must be insulated to R-2. ? Where exterior walls are used as plenums, the wall must be insulated to R-8. ? Insulation is not required on return ducts in basements. Duct Construction: ? Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ? All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ? The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ? Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ? Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ? Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ? Insulate circulating hot water pipes to the levels in Table 1. BDCH0206 Cullinan Residence Page 3 of 5 Swimming Pools: ? All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time dodo. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. BDCH0206 Cuilinan Residence Page 4 of 5 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes • Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) BDCH0206 Cullinan Residence Page 5 of 5 4- -q E O FILE COPY +H ,Y+ 0 FILE COPY c7 5750 CHANDLER COURT WESTERVILLE, OHIO 43082 U PH. (614) 895 -1922 FAX (614) 895 - 9549 E-MAIL : HOYSSINC@AOL.COM FACSIMILE COVER SHEET DATE : Z. NO.OF PAGES : (wauDQda coves smT ) ATTN : vM FROM : Jowl MESSAGE : I ozs: BoeDeAU)< C ouOT . Z!~ AgrA 1J WOST 21 • & /d GDve iZACOE OF Mtgg- to RAVSM&AT loseTweei AMD AwiJr fVo l.t~ . --jol4XI 6AL'LA ell , CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410.4670 Inspection Line: (614) 410.4680 Revision Application 3 = OCT 11.2001 Revision Fee $ + Application Number C> 6- Address 2 19oroll--ay k C7-- Ti m ~JGs-T Reason for Revision dry /J C 0r, - e ICJ/r Ll~ **Note: All revisions must be clearer highlighted or clouded on all the revised plans and plot Plans.** Contact Name Contact Phone Number For ofim use only Revision is to be reviewed by. Building-Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410.4670 - Inspection Line: (614) 410-4680 Revision Application RECEIVED Revision Fee APR 13 2oo? CITY OF DUai-fiki Application Number oG - o g Address 9c> ZS" Reason for Revision C-S "Note: All revisions must be cle=riv highlighted or clouded on all the revised plans and plot plans.** Contact Name Ile,l , tn.. L S Contact Phone Number 6 b-o Z -3 For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 i Cvl /i,,~ A,~ IQeSidav~ a t zs (3o~dia v x c1:. 4'-9 1/2" HIGH WALL O6- ZO18 37 L!l ;n l rnI Z w N 5 -6 1/2' HIGH WALL x < SLOPED CEILING _ I - I. LOPED - ! CEILING - z N u 9'1" CEILING SLOPED CEILING p z ~ 51-4 1/2" J i_ h Z' V ! I 4 III , i LU, { L _OPTIONAL D U w N C7 ~7 SINK - c7 z z 5'-4 1/2" - rn z ~J' 5'-3" J ~ -o- p T' BEDROOM #4 = -j w Lnn VJ y . N' U a - Lo - ' w (n N W - O ' U) ui 11 13'-0" ~Ln 3._y.. p - e -L _ - i " - I z x U s RAILING co m °C--- I q@ i--^' , E J it M y s & J 7-6 314" HI H CEILING AT WALL ' -J, z oft a, r {}I 1^ I 61-5" ~ 2'-0 3/4" H GH WALL 6,_5 i 91111 EIL J ` SLOP C 'I . G 5' 4 1; ~ 5'-8 1/2" 0" 5'-4 1 , ' 4'-9 1 /2" HIGH LL I FIXED (1) 3'X5' SEG. TOP WINDOVJ ?FNT o C=5. RECEIVED PLAN W SET APR 13 2007 BUlLi)i DIVI It'3 CITE" OF DUBLIN PERMIT N~UMBER , RES'r7ENTIAL RECD''-' ° OF REVIEW SEE PLAN: NOTATIONS APPROVEp pIV OF BUILC?i~T'! DATE APPROVEp.__ APP 04.18-_07_ DIV. QF F_.R7C-'DATE APPROVED Cf(, Lt - ?-~7 _ DI`./ CAF of A,*.p iL: 1 DATE LOAD CALCULATION SHEET 7025 Bordeaux ct Dublin Oh 43017 7740 Square Foot @ 3VA per 23200 VA 2 Garage door openers- 1500VA 3000 VA 6 SMALL Appliance Circuits -1500 VA 9000 VA 2- 110v Furnaces-1500 3000 VA Whirlpool- 1500 1500 VA 2 Disposals- 1500 VA 3000 VA Dishwasher- 1500 1500 VA Electric Wall Oven 8000 VA LOAD = 52200 VA 1 st 10 KVA @ 100% of Load Value 10000 VA Remaining Load x 40 % (42200 x 40 16880 VA 2 Heat Pump /Air Conditioning 28000 VA TOTAL LOAD = 54880 VA 54880 VA 1220 Volts = 249 AMPS 400 AMP SERVICE PERMIT NVMBER: CITE' OF DUBLIN 46-20183 DIVISION OF ENGINEERING CITY of DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision; GVQO P Lot Number: 195 Reviewer: G P~ Address: y Date: , 03 70 ~5 P~~u~o.,ow~u ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. S A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 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. I 1 First floor elevation is shown (not to be verified), 12 Basemczt 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 Jne•f0ot 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•yearFloodplain, Floodway, and Floodwa ~ 0 feet is shown and la pled FEMA FIRM Map Number: ,;~080 01 Effective Date: Oct-All/ 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, V /APPROVED Cl DISAPPROVED Q 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. 716/2006 N;1F~,cincorineV'OUCY11TT1GFOC,.p 19.doc UY;t 4.SU1~! of 1 ioySSine cbaol.C0111 +H ci 14) 595-19__ cl~ Fax (614) 595-1949 ,trLIC6011 Fax (614) 595-9549 C J v N FOR CORINTHIAN HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION ?125 TARTAN WEST SEC .4 PT.2 CITY OF DUBLIN SCALE 1" = 30' ? PB. 5 ? PG. 144-145 DATE 10.16.06 ORDER NO. DRN. NV CK. FLOOD ZONE X ? COMM. PANEL , 390808 ? PAGE 0150B ? DATE 09.27.91 MINIMUMS R: 35' S: 20'/4 r "LANDSCAPE CODE REQUIRES AT LEAST SIX 2-1/2 INCH Street Trees Required DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION CALL CITY FORE TER BEFORE WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. ORDER ANd,iNS,ALLAT10N PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." Lp' QINDICATES FLOOD OUTE BORDEAUX COURT 50' W' 140' V.C. ? ~t ~Q`c~ i CURB INLET/ SAN. SEW. TAP ? \ Cj~ ~ T.C.= 9R9.2G E.O.S.= 982.3,0 ? A• 2 9y yG / 11' 13(C N s2'S31451~ E. / 7' B/C `.I ~ J WALK 125.00',X 11, 94--)o G G~~ 9s9.~o --i: SIDEWALK UA Kt - e NT ~y 9tn 12' EASEMENT PRO POSED TREE O PROTECTION FENL'ING 1-1-1 A .o 18ikepath/Sidewalk. Re uired 11 Scrc en All Mechanical Units , yPECTION LINE TO :q < FROM -PUBLIC R.O.W. ? CF LE INSPECTION 3s' [3L,I)c LINT CALL PLANNING DIVISION Z Z, u4zl z; z 1 9 87.66' l %VR0UGHT IRON FENCE WITH J I CULTURED ST ONENEER PIERS Q 9 L1 w: .=1 i ~ 128 In ~y{ L F.F.= 992.40 I > ~y Y CL 3 ~a r c) .l r. o; ~ x 1 X36.00 n/ rn 1251 r r, r, If. ' Z W cJ 6,93 , 6.50 j Q - HEREBY CERTIFY THAT THE ) } GRADE ELEVATIONS SHOWN 03 eql 11. yt~ 56.67' 1.00 - 1\2.33 THIS PLOT PLAN ARE THE, T PESgLT OF AN "AS BUILT" Sm'VE 71 it MED ON 52.34' , C-1 5: it, PERFO 12.00 2.33 , I I ~ ' Ui E OOR OR BUILDER SIGNATURE ATE ` J rt , J 17.00 - T ; I ^ LUU n X95.30 _ _ I X^ ~ I T NOTICE ^NOTICE TO 25'TRFI PRESERVATION 26.00' SEPARf ; E_ 0V i, R W1r rat QC:1 TI0 J PILViF A! ZONE ; I APJD API'i~`-Vk4- MAY BE %c0ii!F'f0 BY D' -i APf'r I~P,i1T I:i fit ~~`uil~l';' r fOli Ci)i~l'CIA~iCF t' • C, ' ' { ~ WN i I ALL Ai j' LiCA6L( f t~TRi i IVE Gu, t:J ~w i q91 IK1 50.00' ^y. i- o v APJG DE ED I7RIGTb1P,S RC:]U!RED BY TITLE. E\. S 82°53'at" 11' ; r i Tree Protection Fencing 124 N , MUST BE INSTALL Iy. ~f~ TED ~p T T,~G6ttl5iHUCT10N. F.F.= 990.00 N y ~S~r F BUILDER TO MAINT XII t~u ' I NFOR-INS REBY CERTIFY THAT THE - co EROSION- CONTROL- '2 , R~`• V11 , 1 _ • :r J' r• 1 GRADE ELE%1ATIONS vOw11 Ott ~ ~l lO City t~ M$ v~,v .61 ~ l " Yfk PLOT PLAN ARE THE NOTE B,UI,LDERS_TO-PROVYDE RESULT OF AN AS BUILT SURVEY I!I A4YRQ O~ TREE PROTECTION DURING ALL PERFORMED 09 ZI~tc4~G (,01'M PHASES OF CONSTRUCTION. 4f om, 1~ r~: a 01al) 3I.'N, OHIO NOTE: WATER SERVICE, SIZE = 3/4".",/ 07 ~ $URVEYOhunoUILDERSIGHAiURE DATE PLOT PLAN We hereby certil%, that the Rare-wing PLOT PLAN was prepared front inf9Tnlat uo provided by the Client and data obtained frunl Engineered S DARE-~ (UQTAGE DATA st;hdrv~SrLl,l Plan This Not Nall is t,, be t„Lt h~ the C.Ilent Int the ,t,)e Q - purpose DI '101-tilling a buildilli1wrii T fie use of Ow 111)x1 Pla y lo, uty FOR HOMESUILDER PRICING AND ESTIMATION PURPOSES ONLY Diller put p 1;C IS Sti R,lly ProllibI1CLI. FNM, FFRIN000~tP1JXN;CE LOT 29.689.0- WALK- _1?76.0 City of Dublin STEVEN HOUSE 3451.0 soocov. 25550.0 APPROVED AS NOTED _ J HOY DRIVE 3134.0 LOT COV. 11.62% It APP o~'03 ' 07 7313 ~2xsr~ J APPROACH 306.0 BY / o//nn"rV rFittt •l cnhrl i u i c i n nc\T a I•I ~ I, \ll.~i;, l t ~ c .t., L v~o~o v ~ ~3 U) U) ~ J] ~ O O O r0 ~ ~ v uaoo~s oa i oa~aolI~o a~~nMnn o R 91 ~ . L ~ vm W W E QJ ~ 7 O O O ~ qwq i CUU oy OO ~ Z 00 O r-I CUU~ m ~J : ~ J-~ N ~ ~ O O r~ _ N"~'JQ N N uN z z X p v ~ c - ~ ~ 6SZ 99L (tr~9) ~ M o ~ ~ - ~ ~ e ~ ~ ~ ~ _ n ~ a~•o o v ~i ~ H,a H ~ ~ ~r 0 NqU~ ~ LSZL-99L (~~9) aoio~ ~ Q N L ~ ~ Na ~ _ > I~ ~ 91 a c c t v ~ 8 LL ~.C vvuov~¢ ~ ,y -o~ of 'ui n aaa ~i o ~ ~ Y~ I- ~ s ~ 91 N L o . ~ LIO~~ .~{0 •Iq ~ ~S u .H u~ N ~5 0 d,~,., , q 91 ~ ~ o z Jn I _La ~ w ~ . o.+rl~oa~ryaly ~~r;uo~lsa~ wo~srt0 _ _ N C ,r 0 ~r c n o sn z h ~ x ~ °e~,. v~ ss k D ~ ~ ~ ~ ~U 091 7 ~ ~ t •.v''", ¢~'f . 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' .k, i ii I I I ~ ~ r`~n'11.},.,U I I ~ ~ I I rl ©k ~ I 1 I ~ o c o ~ , I i Lot # ~ 25 Tartan West 111 ~ ul I JII VAPOR BAkR ER ~ + I I I I ~ , , OPI ~ I I 1 ~I II- III I I I I J ~ ~ 11 i I III 1 ~ 1 I I L(1 ~1-I ^-~`I I 1 ~iS vl 1 ~~~OP I I ~°r= t~~, I I ~ Dublin, Ohio 4301fi a I I I I I, I I I \.JII d, ~ T" l I 1 I i~~ ji 1~ ~ d I I v;; I o o a m ~ 11K T5 M NIMUM CLEAR CEILING HEi.~ ,..1', ~ I I i I--r T'1 I I i ir4.-~~- ~ ~I I - I I I 'L II i 1 I , ~ ti ~ '-i F I v. 2, .-1 ~al I I i I = 3 N u~" RE IRED, WITH 6'8" UNDER.B'ErX o r~ ~ ~ I •1 I ~I , , `STEEL BE ~ ~ ~ tT; ' I ~ 3K ~ N Dll T ,GIRDERS, SOFFITS, ET:C.„PE RTA ]ob Number (1} 11 D BL N ORDINANCE, o~ ~ I ~ - ~ ~ z- z ~ 1 ~I ~ I.,, 0~ I , - 1____________ L- f ~ 11 M ~X2~ BOPPED -1 ~ - - - -1---~•- - ;,--~I,-~ ;I ~ ~ cn h h ~ ~ LVL (FLUSH} 2700# x ~ ~ ~ ~ ~ , 7 -2 ~ 3 -11 /~4 ~ ~ I I ~ I 1 STE - L BEAM p ' 14K - e I ~ - - I ~ ~ ~ r{ p° 1 ~ Q 15'-O 3/4" T"S I I 3/4" ~ ~ ~ ZIP 1 plo I 13'-8 3 4" i _ _'-10' 1 ~ 16 -41/2 ~ I i ~ 4 -1 / I I ~t 7 9 1/4 3 -0 / - - 1/4" ~~'3'-0 / ~ rY``cJ~ ~ QI~ I LE Pi GROOMS EXIT RIEQUiF~EMCi 7s Date g r r~ . ' 24'-3 1 2" i~ I I w Z - ~t~. / i ~ IIQ II ~'Q~ ~ zl~ ~ C iNf U ONE WINDOW ~ 5.? NE~f preliminary 08,03,06 wY ~ i , ~I II'~ UM ~TE ,7.~~c SUM ~ ~ ~IQ I ; Q. T. LEAR 24"HIGH 20"WIDE H-~ °IV, I RP: E FL04R MINIMUM 5.0 NETSQ. F . Bidding f 00,00.00 h .~I ol~ I ~ Construction 11,02,06 1 ~ I - I T ~ l: ~ ~ I I ~ - < I 1 ~ ,lQ ' p10 I ,~I `STD ~ ~ ° _ _ , : ° ~4 r+;a'~ ' ' I I ~ f A a~ BLS 1f.2 k-• N I ~Ip I H ~IH- I I . - ._I STS:;` Q I ~I . ,l I , i ~ I~ I a~ pig i Revision Date r I I ; ' =13 I 1 1 7 81~ ~ II 1 n_~ I I ~ ~oo# CAR60N MONOXIDE RECD ~ w in ' I I H ~ AIL (LUSI~ ~ I I p I I A11 ~ ' ~ o o m : 1 . ~ ~ I i ~ 4' ~ N ; , WINDOW _ 5' HIGH SUPERIOR WALL 5' HIGH SUPERIOR WALL a PER DUBLIN ORDINANCE w Q U huh i i 'I i`,~ 0 v~'~ I I~ WELL ~t I I L - a ~ _ ~ O ,-1 :JII ~ I I 'T 0 ° ~ N i i ~ ~ ' 'i;ll ar I ~ , N I l• ~ r `I I I. m ~ 1 Q r~ O ~ T.., I L O lr~~~' J I I N ~ I I O U Q ;--J I I -tl .--.U' R-- w I~'1 I I Ih I I ] W ~l I..,,~ H N 101 r I... ~ I I H r `'S` I I lD I zl Concrefe lintels shaif ~ ~ ~ °I r1 I I 1 q ~ I , , 1 I , SCREENING AROUND NG AROUND Bea? 8"min. e2, end. ~ ~.Y ~ N o~ I ~ I i, ` I I sf' ~ I I WINDOW WELL r1.1 it ~ I I. ~ h r~^ I n I I ~ I I ~ 'i I I - ~ - V''r 6 -4 I I ~ WELL - - - - ; This Drawing And This Design Are n1 a ~ r} I I 1 H I I I ~ ~ ~ N I ~ Q~ SCHEDULE 40 ADJUSTABLE The Copyrighted Property Of O yi i'i r-I ~ I I si ~ ~ n ~ PIPE COLUMN -SEE PLANS PROTECTION AGAINST R/~11~QN - 1 FOR REQUIRED DIAMETER (LD.) RlChard TayiOr AfCfllteCtS, LLC. And PER DUF3LfN ORDINANCE May Not Be Reproduced, Altered, I Y Y tl Y , _ d. r' I d' d, , ~ d' ~t coNCR~TE SLAB Or Otherwise Used In Any Manner I 1 I I N UNEXCAVATED, I PER PLANS I Without The Written Consent Of ' z ' N Richard Taylor Architects, LLC, N 26D0# ° HE GHT OF SLAB TO E ~ 2600# 11 11 ~ T-i I DE ERMINED IN FIEL ;,-T, ;r~ ~ t y ~ This Drawing Is Not To Be Submitted For Permits 8 CONC; BLOCK OR , I I i . ~ , I ~ i ~ Without The Architect's Seal Below ' ° o POURED WALL: LOWERED ' ' S HI H SUPERIOR WALL I 1 ~ ~ ~ FOR STEPS I ' ii G ~ w. I ~ D ~,m ~ ; 1 ; I I ,i I p I t _ I --I : I I. ~ i ` ----N - I I j I ~ i ,i ~ I fV i ~ ~ IZE ^D PAD 5 AN ~ 1 REINFORCING ~ ~'rfd' i o v J PER PLAN ' >L~, ~~wg ! ~'Q NOTE: ALL PIPE COLUMNS INSTALLED PER THE ABOVE ~y II I II ' I 11 ,3 -0 10 -0 3 -0 A L r~R IVA T~ coy v ~ N DETAI L DETAIL SHALL BE CONSIDERED AS A FIXED COLUMN Y ~r FOR LOADING PURPOSES. IN AREAS WHERE THE ~4a _ ADJUSTABLE SCREW CANNOT BE ENCASED PER THE ,yr' ~ /b Il _ 1 fl SCALE; 3/4 1 "V DETAIL ABOVE, IT IS TI1E BUILDERS RESPONSIBILITY ~ ~ TO VERIFY THAT THE COLUMNS INSTALLED ARE ~ ~ v.~ 4'-011 8'-0" 4'-0" i RATED FOR THE LOADS LISTED ON THESE PLANS, ! € , 13,_0" 1fi'-0" 13'-0" 15'-611 ~ i ~ ~I,. 51.811 4 42'-011 1 1~4'-811 25'-0" i I 87'-4" FOUNDATION PLAN A A11 FOUNDATION PLAIN SCALE; 1/4"-1'-0" REFER TO FINISHED BASEMENT PLAN FOR SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LOCATIONS A 2 0 -~j II _ ~ ~ ~ ~ ~ ® NN ~ ~ 0 N ~ ~ ~ O .C ~ Cr ~ U C ri rl s- ~ ~ ~ ~J ~ ~ ~ ~ o U ® U ~ ~ ~ ~ ~ ~ ~ ~ 3 4~~ ~ ~ ~ 3 r____________________i D Q I I I r_______-___~ I iY L I ~ I I 1 I I , ~ ~ I I ~ I ~ ~ I I 1 I ~ I I I ~ I I I I ~l_li it-l, ~1_L, .1-1, 1 1 1 1 1 1 11 I I I I ~r-r+ ~t-r+ I 1 I I ~ , ~ I Ii o WINE CELLAR ' VERIFY DIMENSIONS . 0 NSIONS IN FIELD „v ~ 5'-Q"GLASS DOOR UNEXCAVATED SAFETY GLAZING I ~ 1 I I , I , I ~ DROPPED SOFFIT ~ I I 1 I FOR BEAM it ~ ~ I ~ I -"r== ; i . I I I I UNEXCAVATED I I o I KITCHEN I , e I I I I N I I ~ ~ rl E--'--1 1- u I I o f o I I 4 6 ~ r~ I ~ ~ , DW r ~ ~ SUMP SUMP I I ' a I I ~ ~ ~ r' ~ i0 N ~ _ _ I o REC ROOM FURNACE I I (Ili ii,. ' I ' ~ ,R I _ , , io. . `42 .RAIS D•.., o~--p ~ , ~ RAIN I a ~ ~ " , , '.,,CQUNT~RTOP'., i I m ~ ~ ~ li i~,y~~~1 ~ ' d' N ' I I .~I~~~. ' ~ ~ UNFINISHED STORAGE _ ~ ~ ~ ~ I z ~ STORAGE I I II N MEDIA I I I H 1 ~ 1 13'-9 3/4" 13'-5 1/2" ~ Q-----------~ I I I I .a :;s. M~...:,wM a,;;.., ,ate: ROOM , I I I I I I I I I I I I I I I :Yrl' I ~II , I I I I I I I I I I I I I I I I I I I I ~ I I ; I 1 1 I I I I I I I I I I I ,1 I ~ I II - ~~~~~,II II Cullman I I I iV CARD ROOM ~ uP ' ' ~ I I I I I I I I I I I I I I I I ¢ I I ~ I I I I I I I I I I I I I I 1 II • . •I I II I I III ('7 14 R I I I I I I I I I I I I I I I I ~ I I I I I I 1 ~ I 1 I I I I 1 ' I ' I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I 1 I ~~~~~~li I I ri 3'-0" 1 1 31.011 ~ 2'-8° r ,~ti~- ~ I I II Rest ence I II ~II 18 -4 3/4 I I I 1~~'~. II II ~ 41-/III I I I I II II m U ~ ~ I i - Lot #125 Tartan West 5'-811 , 7'-I] 3 411 ~ 51-pll I I I 11 II ~ I / J OO I 1 I 11~ 1 II n, I I I III II 'n,' N ' I 11 1' DROPP D SOFFIT FOR BEAM s 1 1- I1N n n I I Dublin, Ohio 43016 c ,____i i 1 n I I O Via.::. *:.i. .:at r,. µ~v ~...x .?:14~.. +..H.:.:i}; , art#v~ A`. _'4 1~.•. YNnrL^t.~..:n;;:, ' i I I II ~ 'I II I I O Q 1 1 1 1 II I I FINISHED STORAGE II STORAGE •.If2h~'... M 7'' ~ I I II; 1j II II I LINEN I ~ ~ RTA Job Number I 1 -I 11 .m`~ xi~.a ...u~n xv 1 ~ -c~ ~ 1 1 ~ ----'1--- I 1 I DROPPED SOFFIT FOR BEAM , ; 1 1 11.8~~ a ------1 ` ~ 1 .BATH N ~®c~o2a~ - 1 ri l0 ~ 1 I1 i II 1- II I- 11 1- 11 HO ER I 111 I 2 -4 5 -0 iv 5 0 2 6 8 0 0 II I I Date ' L----- 7'-71/2" 16'-1" I I - SUMP I I SUMP I I Preliminary 08,03.06 2'-8" ® ~ ~ ;,~I~ .it s{.•n1 ~ . r " ,e..::irl .A. hf~l .f:'~rL."u sP r?wr' ~,,L ~ :~R;r."1 Lh'~`i I I Bidding 00,00.00 II - EXERCISE ROOM ~ ' z I I ~'v a . , I I Construction 11,02,06 _ , I I J P' I I > II I I ,Q I l4 r-~ I I 1 1 ~ (v _ I ~ I I I I - - LOWER ~ z o I GUEST ~ I I II ' ~ FOY R g a I , I ~ E BEDR00 ` / a I I I Revision Date II ~ , a V U I1 . , I I , z 0 I I i _ ~ Q I I - i ' ~ I N FH-~ ' 1 rY I iv w 1 I 1 p 1 ~ (~n a Z WINDOW 1 1 I I p~ I N V o a I I C]°, ~ w z w WELL I 1 I I Q~ I ~ I ~._..fi ~ H I I _ I I ~ Q~ I I I I J I N ~ I I I I 0 , p 7 I I 1'-6"I 111.1 77 I I 1_ ,1 I 11'-5 1 211 2' 111 •-1~3 1 ~ p 1 I ~ r f i 4. r I 12 83J4 I / , / Wz I I Fi I I I I , w~ I I ~ ' I I I ~ I I 1 u ~ I I ~ ---------F.: 1 p I I 1 , ~ I I This Drawing And This Design Are DROPPED SOFFIT 1 ~ I The Copyrighted Property OF I Richard Taylor Architects, LLC, And May Not Be Reproduced, Altered, FI ~1~S~1 E® ~A SEMEN T PLA I U Or Otherwise Used In Any Manner Without The Written Consent Of ` o e Richard Taylor Architects, LLC, .ri-~+ UNEXCAVATED ~~-T~ I I 1 1 SCALE: 1/4"=1'-0" This Drawing Is Nok To Be Submitted For Permits I ~ I 1 ~ I . I I I I I I I ACM INDICATES SMOKE AND CARBON fk10NOXIDE DETECTOR LOCATION ~~~~I~The Architect's seal Below /2 Q I r I I I I I I I ~Y~o ® INDICATES SMOKE DETECTOR LOCATION ~a I ~ I I I . ~ I I I 1 I ~ I 5~`~° kA~~ f I I ~ , ~k R~ rTnir~~~r_n nn~r_nnr_ni°r riiviz~nLu i PLAN _ ~ A A"I' 02m 1 I it ~ ~ o ~ ~ ~ U ~ v, u ~ hh ~ ~ ~ O d'~ u Oro ~ A w ~ ~ A11 ._4.1 ~ 87 ® u_ rXo ~ Q ~ ~ ~ L 39'-8.. ~ ~ ~ 7' 4T-8" ' ~ L ? ~ 33'-2" 14 -6 14 8 + 18'-6" T-3" 7'-3" T-4" i 7'-4" 7'-4" 12'-b" 12'-b" ~ 14 -8 iv 7'-4" 20'_61/2° 5'-3 1/2" ~ I 3" , 10'-0 1/2" 3'-2" 3'-2" 2'-1 1/z" 2'-31/4" 5'-6" 2'-31/4" 0 O Z WROUGHTIRON ; B LCONY ABOVE ~ M RAILING + ' N Ill I ~'r-- -y'~ (413214 TRANSOM ' 4-3268 i fV ~ ~ FIRST FLOOR INTERIOR R PPE- DOORS 8'0" TALL 14"COLUMNTYP.-~', ~_Q-- I' - ~ ~ 0 42 MASONRY ~ ' F REPLACE iV ~ ALL EXTERIOR WALLS ARE 2X6 ON FIRST FLOOR ~ ~ ~ I I ~ ~ ~ i , N 4-4 ~ + ~ 6 4 ~ ' i0 ~ ' ' p ~ V rY O ~ Z „ ; ~ o a CASUAL Q o ~ w 3 DINING ~ M iV ~ ~ I- _ - - z - a M ;LINE OF FOUNDA ION ~ 0 H ~ 6, I' ~ rNi d~ , 2-3268 ; ~;WALI BELOW COVERED u ~ o ~ ~ - ~t i Wi g h N 0, m, PORCH a H ,-I 13'-b" oo - ~ - ________i ~ k ' o' BEADBOARD CEILING ~ ' ° • _ rn ~ a~ LL 35"X36" in + a+ ~ 35"X36" i "r' ~ I MINIMUMM~ o + p. j_,)3 3214 TRAN50M , - MINIMU 2-3274 CUSTOM , a 3-3268 LANDING- LANDING M , 1-3268 5EG,TOP 1-3268 ~ o' ~ i~ . , ~ ~ A 11 0 _ ~i 1 ~ , , , ~ 1 ' CULTURED SAFETY , ~ • ~ N ER GLAZING,; ; M w: <~---sTONE VE E i.. ~.-_v._` ~ ~I, ~ „ 1 i I I ' GARAGE ; ° - ~ ~ ARCHWAY 4 -7 1/2 1-4 2 -0 3 -6 I 1-350 - ~ M 41 , o ALL WALLS IN GARAGIE AND OILING ABOVE GARAGE 18 V ih 1 G U ~ 1 9', „ t to ~ Y ~~v ly ..4 ;r~ ~ ~ TO BE COVERED WITH ONE LA~`ER 5/8" TYPE "X" FIRECODEy' I ~ ~ I 1 ~ I I ~ ~ DRYWALL. ALL DOORS BETWEEN GARAGE AND DWELLING ; N , i ^ I ` , M N ~ ri ' ~~G[ OQ „ AREAS TO BE 20-MINIUTE RATED pR 1 3/8" SOLID CORE I H Y \ 'r~ 1 - I i I O i 't{. # Nu a ,QP~~,~,` ~ DW ~ ~ I ~ o HEARTH ~ a I i 24'_011 ~ ~ I ~ - r.4;1. pw II 41 ~w~~ G,,'~, ° X ' '31 j I~ i 2~-11 1J2" 20'-9" ~ o ~ o i.Y . hw o~~~ ROOM - , N1 UI i01 I i u , i I ~ h ~ w w ° ° t0 ~ _ ~ > ~ LL~ ~ ~ Q ~ ~ I ~ , ~ I ~ ~ ~ ~ w ~ ~ CRAFTS PLANNING a g h ~ KITCHEN VNING 4° RATS D LAB I ~ I ~ (4" ABO E ARAGE SLAB) ~ ~ I I I ~ H~~~j 0 h E ~ Q ~ WITH F M WALL ON TOP I I I I h a ~ ~ Q a , U1 p ~ ri to ~ ~ i , ~ : r ~ ~Y: i .~t~a r > I O :e ~ ~ FAMILY ROOM a o~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ t7 ~ ~ Q ~ N n W , i - ' ~ ~ ~ 71/2" a I j111I.I W' I Cullinan 4 0 I 1 M , 8 10 5 8 1/2 7 1/2 6 10 5 1~ ? UP ~ ~ ; ~r~ + I I I N QI I 1 ' I I I I 114R iV r- ~_~_._.___~_r.._---_--- Q ¦ N , _ ~ -18R ~ ~ ~ ~ ; 1 1 3 7 ,_I I - I ij' M ' ' CULTURED M ' lV ' ' ' ' ' ' ' ' ' 9 RCH _ _ ~ ~ 11 1 I ~ I V I I I IN I I Residence I _:i. 1 ..1 - _ STONE VENEER ~ _ - ABOVE N -F:;~ - - . 4~ ; RAI NG N ~ ~ ~ ARCHWAY I.~ - DO ~ 2'-8" rv - - ~ r, , I I ~ I Lot # 125 Tartan West G I I I 1 ~ ~ ~ ~ ~ - _ - - - - N 42" REF 4'-2" ~'-2 1/2" ~ i N - I I I I i u i i i i ri i i r-I ~ d' , 0~ II Dublin, Ohio 43016 I I I I I M 18 -9 3 -61/2 ~ y~N D o o BUTLERS ' i _i i i i i Y i N~ to N " ~ ~ ~ ~ ' 17R ' z'-s" PANTRY 2'-s° 2 -8 4 I 1 1 p I~ N I I I Lg~~ I - O I I I ; O 5-8 13-1 ~ ~ ~ ~ ~ 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ WINE ~ a s~ ~ _ Q~,~.~ n; , ~ _ _ ~ III t7 , ~ Q ~;~RAIUNG M RTA Job Number I I „ 1 1 ~ I B ILT-INS ~7 , " d' U ~ N ~ w ~ U - z 8 6 CEIL~i~G , I _ ~ z ~ ~ w U~ 1 ~ I I I I I ° ~ ~ Date 1-3268 t; H ~ „ ~ z ~ 0 , 1 - 1 0 1 Y h w ~ a + 1"' ~ _ ~ z p ~y °'i ` 6 -7 5 6 ~ 2 ~ ~ ~ ~ Preliminary 08.03.06 II 21 X11 I x I w m ~ DOUBLE 2X ~ n!' z o a G , WALL SAFETY - - , M, H ~ II!; 0 ,p iv 11 I GLAZING FETY ~ o o Bidding 00.00,00 ~ ® p ~ ~ _ _ ~zlruG 4 °1 Construction I:u 11.02.06 d' ~ :3'-10" ~ l0 j _~,..,m' 4~yai' ~~~t,,.~ i a N i ' i , Y°: I I + , - ,-1 , t~` ~ ~ 1-3250 1-3250 3250 I ~ U ~ I I ; ~ _ l9 i l7 ~ l7 ~ _ , - - zi z , z ~ ~ i N , I, I ~ - o ENT ABOVE ~ w STUDY oP o I I J w ~ _ 94 cEILING ~ FORMAL w, ~ ~ ~ _ Revision Date I s~ ~ 1 1~ z, ~ U ~ w o w I H~> ~ a ~ DINING u ~ u ' I - h r~i # ~ --94_ CEILING I I = p; ~ o' ~ A11 z o~ x o , ~ rs ~ w _ ~ w 0 ~ , , GA 101 CEILING o I I ' o I I ~ 6 ~ 11 6 '1 6 , 6-9 , ti U a 0 ~ ~ ~ , r-I , d' w ~ ~ ' DIMEN TO F RST RISER I ~ ~ ~ , ~ In r-I - i- - , 01 3 -0 ~ i ,y i , (V I Fi lat ~.t%;'~;?7~ ~,.Cs t~9'~~'~~e.'Sk'~~k's4a+~t x~~. k;~.: ~ri~i'I~r 2-3274 CUSTOM ~ : un ua ENTRY I I ~ a opt tA'~ + + SEG. TOP ~ ~=u F. 1-9 11 01/2 ~a ~ ~ , 0 iV ~ - ~ ~ ~ - - ~ ° 13'-1„ o o ~ 141-3~, 1' + ~ iz'-9" - _ ~ _ This Drawing And This Design Are ~ ~ , < ~ ~ In SAFETY ~,SAFETY ~ ~ ~ FETY ~ ~a.. I The Copyrighted Property Of ' N GLAZING m GLAZING ? N [~L 11 k:,_ .'fie 4K 2'dk F" 1 II 6 -D I it - .tl M1'0- - R74F '~i~ . Richard Taylor Architects, LLC. And May Not Be Reproduced, Altered, j 1-10 1-10 1 C Or Otherwise Used In Any Manner 8 T LL DOORS _ 2-3274 CUSTOM ~ ' 2-3274 CUSTOM - ~ _ Without The Written Consent Of ! SEG. TOP ARCH SEG. TOP N Richard Taylor Architects, LLC. N N ABOVE ' ~ one . ;,x ~ G~: This Drawing Is Not To Be Submitted For Permits I I ' ~ ~ , , in , I - yk .out The Architect's Seal Below ' ~ M ~ ~ LINE OF FOUNDATION M a ' ' M ~ I WALL BELOW M , I 1 I , ' ' ~J ~I y~ t ~ ~ \v I ~ ~ ~qII pG ~~"~ro ^~~t 4 t~k„t~ IE ~'j~ ~ ~ Y~ ' - _._----.Q - WYE t~~. `~,4 ~2,J\\~- ~a~a 4'-0" 4'-0" ~ ~~<w . 4'-41/2" 12'-b° 121-611 ~ I " 6'-101 2" 6'-11/2" 4~'-0" 8'-0" ' 4'-0" 6'-1 1/2" 6'-101/2" 4'-41/2" 5'-1~." 4'-41/2" z 9 2 11 / 16'_0° 13'-01, 13 -0 , „ 42'-0" 141_$1 5 -8 I ur~~..~ _.,M 87'-4° A FIRST FLOOR PLAN FIRST FLOOR PLAN A11 Scale, 1/4" = 1'- 0" INDICATES SMOKE (DETECTOR LOCATION AU3 ~ ~ CJl i O 0 NN U . r ~ ~ d' i 1 N lD tD t0 lD N ~ t\ ~ ~ ~ ~ ~ d' Cr u ,a [ ri r--~ U ~ A A11 s7'-4" ~ ~ o p ~ ~ ~ z5'-o° ~ ~ 'o ~ ~ 47'-8" ~ 14'-gl. i ~ ~ 14'-8° 33'-0" C~ ~ ~ ~ 7'-4" 1.411 7'-411 71.411 7'-4" ~ C ~ ~ ~ ~ 3 ~ 1'- 0 1/4" 6'-4" 1'-10 1/4' II ~ z WROU HT ~ I~ IRON R IL j o ~ I I ~ o ~ z I I m i - ~ I ' o ~ BALCON ~ ~ I ~ - I ip ~ 51.011 ~ ~ I ~ z,+ 6ac~°r„ ae, :'~v eGX~r ar#~'f`., R> ,'a'.:~, .A~. arx; z>S~ r 36" ASONRY ~ I I.: FIR PLACE ~ - I I ~N;: PATIO DOORS ~ , ¢ ~ SAFETY GI-AZING''' ~ II a' I 1 II ~ ~ ~ ~i~ 18-10 1/Z I 13-2 I N ~ 5 5 2 N ~ \ _ ~ u, v I I> ro 1 ~ I , I ~ 1 - ~ I ,o ~ I WALK-IN ; N u1 ~ (V O ~ N I CLOSET I M ~ ~ o in ~ ~ ' in 4'-9 1/2" HIGH WALL ~ rl I I ~ I , ..R.. a.... e.^F u x'. . ",SY; .ril ..i. R. i.YY: i.,. x x',.12. ..b . x .25..4 t:';v xi.:. ..i• MulY ~'i .vv i k.: i ,.c^ ? .'n?:-....i.,.'"^ > k rT.: ~t O . , \ ~ I M ' 1 1 I J . ~ SITTING ROOM I I 7 J ~ SHELVES SHEL ES ~ u ~r h , ~ I1 - Der Xha E us ~ 2-6 I Y ~ Z N 31: .xhaust/ N ~ _ I 11 _ u.. O , 1 4-325b 4 -0 ~ L.' t m r; d' ifl ~ - I 1 , H ~.I ~3g c um n 3~ it .naYwdaii«.'. Y.., n., r 41::k ray: 11 11 ' ~w 8X8 M d' ~ A11 Run 3~' ~ z - - - - - o o ' 0 N , ~ EGRESS o ~ ~ DECORATI E ' M , - . ~ !1'. I - L COLUMN rv ~ ~ ~ ~ LU°_ ~ ~ ~ o Ur ,1 „ 'd' .le'~~1'.'t ka .ti;:,., u. 'k a."f a ~ r".eT:;+~ ~ M Us 41 I O - N u~• 'y,, ~ .I , 1-2626 - 8 -6 1/2 HIGH WAL 1/2" HIGH WALL SLOPED CEILING z x Q' iv ; ~ 5'-31/a" 3'-5" 9'-3" 3'-4" ~ ' ~ ~ _ ' - - ~n ~ 2 6 WALL ~ lD ~ ~I ~ SLOPED CEILIN( N ' ~ ~ II ~ - ~ H LOPE, _ . _ -------,-;,---------o E,N,U~'-41/211 ~ D CEILING .x' ~ 91 CEILING ~ ~ _ I ~ 4~ -4'3." C~IIING,-- , N ~ ~l~&,1 M ~ o i I _I ~ ~ I I U1.~ i'+ ~ ~ ----a li 1 ~---41-C~IIiNG~ f71 I N II N I J H V q N ~L _ 1 ' HIZ 1 W N ~ ~ ~ ~ ~ ~ Q ~ ~ W ' ,i - ~ ( ~ W ~ ' f 1 ~ 'y I 1 0 U ~ U ~ ~ ~ U I J F~ I i`- 1 d:~ WII~' I I ~ ~ , f.~~. n.;,; ~ I I _I 4 ~ ry ~ , ~ ~ ~ OPTIONAL 1 I 1 ~ } L ri 1 D; 'TIONAL ~ 1 11 ; U~w N ~ t7 ; l7 11~~: D1 6 -5 z ~ N~~ : O - X ri F MASTER BEDROOM ~ 1 FLUE ~ MASTER N i i ~ W , ~ o „ ~ SINK I ~ - I I ~ ~ -6 1 13 1 NK 5'-41/2" rs a ~ ~ ~ ~ ; H 5'-3" ~ tai 11 ~ BATN ~ , 3.3 N I ~ ~ 'r I ~ ' p~~ BEDROOM #4 ~ ~ w ~ 1 I ~ ~ 10 ~ O I - N N vlf ~ ~ !n l ' W 1 N UI N 1 ~ 1~~~ N 1 I, 1 1. - _ , ~ LAU DRY ~ ~ 1 , 1 - 1 q - ?i~ ri 1 u _1 y f - ~ - ~ 312 ~ 1 N,; - - ~ ~ _ - , O + ~ ~ ' QY J I rl J I... 1 .1 AL,..,~•I ~ I ~ Ilinan 1 ~ I - 4'-0" 3 -1D /2' d~ ~ 1'-2 31 10" , ~ I ~:I,.e~ ~ - I M I ~ ~ Q ri M , 0 0 ; f - i _ I I I I I I I I I I I I I I ' ~ t N ri N Z'-8" w ~ . ;LEI d ~ Q , ~ W :;14'-9 i/2" ; ; ; ; i U o ~ I I I I I I I I 131-On I $:';'n~. .->-gnfd n I 1 I I I i I I I 7"i - D + M 1. ~',..I 1 ~ I I I ~ ' i~.. I-D11 I I I I I I I I I I 1 I I ~ I ~ i ' r 3 ~ - I 1 (V r, I 1 I - N ? ~ STORAGE ~ in I 1 I I I I J M I f ~ ~ V O ~ • ~ - r `l I I I - LINE ~ - a~ _ - :y.; . 14'-10.1/2" ~ - 3'-A" I I I I I 1 I I . , ~ 11 - R~s~d~nc ~ RAILING. N i ~ M pj r ~ ii Jn N ,I~ING. ' iv U l; in ~ ~ M I ~ N f, ; - r- - _.r a z c z -ZI~ J 2 8 _ ri t ~ 1, I I, I I r ~ ~ ~ - JI U d' N z ~ " ~ ; ; ~ . , ~ ~ ~ Lot 125~Tartan West i~ I I Y I I 1 I / i 1.,1 rl ,y HI I II \ Y' , ~:6, r~ I 1 1 I ~Y~~ WNW WI 9 1 CEIL NG _ _ _ co ; Dublin, Ohio 43016 N W O 1 I I I ; 1 I ~ I U U ri Ui----------- O M f~ , I , DN U~ U ~U _ ~ : , SLOPED CE LIN ~ M I a Ti V I I I I I 1 I -1 18R zl N IN rl rl ~ ~I 1 W ' I ' ~I J 'J m ~ I 7'-6 3 4" HIGH CEII ~ I 3/4" HIGH CEILING AT WALL , ~ 2'-4" ~ ~ I I I I I I H H ~,y / , 0 I I I I I 1 I WI W iW U~°,. f. ~.n.z?'i4u 12.'~rw..:-. ..ski:. .,.y.s .ur x. '_i+~'><.., d,..t. 9.zw::. Q - , , , U, U U r z ~,x,:.: ,...LL~~,~~ ~ ~ ~ ~ h, 51.011 ~ RTA Job Number o~ - / r F~zyylr~l 1 Z S, d M -i---- ~ RAILIN - ; I- ra a 1 , \ EGRESS I n - ~ ril 0 i ~i~ I ri , JIH ri a N ~ ~ ~ ~ ~ , ~iW N n t': .t,... vF,.. N - p~ ~ ~xu I 1 1-3256 ~ ~ ri ~ - co j alu ~ ~..I ~ Date I I I I I A~ , ~N NN ~ I M I ' ~ ' Y I ti' I~~.i-. 1 I ~ ; BATH I 11 II ~ t ~ti , - 1 9 -21/2 3 9 ~ ` I I ~ r u' Preliminary 08,03,Ofi ~ ~ ~ T, I 1 11 \Z. II , Q , 21_0`1' h'-011 1 Il 1 11 .f .x ~.~rL". o, - I NI ~ ~ ~ Bidding 00,00.00 ~ I 11 l~ j I 1 11 ~ 2 -D 2 ,0 , G 2 -8 a 2 -4 fi f ~ ` 2'-0 3 4" HIGH WAl ~ / !,:gay: rF 1 I ~._w ~ 6 -5 ~ . . 11 6 -5 ~x;., ~ ,t- - - - Construction 11.02.06 3/4 HIGH WALL - - SLOPED CEI I G ~ BEDROOM #2 a 3'-11" 8'-10 1/2" , , ~ fi~, ..;M,~...,.. ~wa~.~., :x~~;1 .,..:~~:.,I Sri O N ~ ~ I 5 -41/2 5 -8 i/2 ~ ~ 7 -0 ~ ~ , 5 41/2 ~ N h _ - _ - Revision Date ~ ~ ~ O ri C H ~ N ~ _ ~ tp O - I i0 ' ~ M 2'-5u I , , O (y / I ~ ~ ~ BEDROOM #3 A11 `D o I ~ 111 , ~ ~ (V 1 N d' u1 , - ~ ; ,'~4'-9 1/2" HIGH WALL FIXED r~ N m ri ri n, m Q ~ LINEN ~ - - - - Q ~ ' 1.:..,N. r . e, Mf. w-''Nd_~, .,,~o a. U..I Ax, 4,-,+:nr;, ~ :r~; w,3r" a,f^!e ;.,a ~ - (1) 3'X5' SEG, TOW WINDOW ~ ~ - A=3' B=4'9 (C=5' _ y ~ W _ ~ - N ~ 10 , REFER T SIHEET U ~ 7'-1012" ~b'-1" iv 13'-3" ~ W 13 -3 N / A07 FOR' DOIRMER ; F _ 0 14'-3" DET IL"' N This Drawing And This Design Are The Copyrighted Property Of ' EGRESS EGRESS ~ BATH _ Richard Taylor Architects, LLC. And May Not Be Reproduced, Altered, Or Otherwise Used In Any Manner I, 2-3256 2-3256 =a, I Without The Written Consent Of BENCH SEAT 00 ~ oo N N Richard Taylor Architects, LLC. y'aa.,~ 1, rte, ,.a ~ .~~,I 2-3256 I This Drawing Is Not To Be Submitked for Permits Without The Architect's Seal Below r ~ 2'-9" 2'-11" 6'-101/2" 6'-11/2" 8'-0" 8'-0" 6'-11/2" 6'-101/2" 13'-0° 16'-D" ~ 13'-0" 14'-811 ~~~xj p~~ I II @.~ Q it gry~y ~ qp 5'-8" 42'-011 87'-4" a SECOIV~ FLOOR PLAID SCALE: 1/4.. _ 1._0.. ire: .~..u~.. ~CM INDICATES SMfDKE AND CARBON MONOXIDE DETECTOR LOCATION i ® INDICATES SMOKE DETECTOR LOCATION SECOND FLOOR PLAN A A11 - I ~ ~ ~ O N N ~ ""r'` ~M It I~ ~ ~ ~ s ~ ~ O ~ U ~ A t~ ~ e o~ ~ A11 ~ ~ v ~ ~ I U Q U fp ~ v U ~ ~ ~ LL ~ =oa or 0 h: U m ~ ~ H.Z.~:~ t , ~H'U0014 ~ ~ ~ ~ r~ d 3` a k~ ~ ~ 3 z,N o u. I-- , aH~mN q. z°Q°;~~ ~ _ ~ a x. CANTILEVER JOISTS a Q ~ N ~ ' IN SHADED AREA INpER1NG LLr,; i O (2) 2X12 DROPPED SLIGHTLY-- DROPPED DECORATIVE ~W1NGS { ENGINEERING TO ~ ~ I ~ N A BEAM TO MATCH BEAM TRUSS 0 SpEC11dN' REF R TO SEC 0 SpA~-ED R10~ TO IN )N. ~ o ~ z 2 11~~7 8" LVL ~(2) 11 7/$ LVl ~ HOLDING BALCONY O~,~ae1j~P O I I ~ ~ E (FLUSH} ~ (FLUSH) _ `~q,~. I 80VE' 4" 1-9 ~ 2_ MASONR x a ,~.u..~,"~:.~ 4 kIN ~Fi~2EPLA~E" EL I G AL" I I ~ ' ' W 2 914 1. ~ P.~~' FIRST FLOOR INTERIOR DOORS 8b" TALL 14 COLUMN TYP, ) WITH 6"X6" CEDAR ; , i i I, w 27(6~~ Urv~ W I t,!, W ~ POST WITHIN ~R~1 I IN d ALL EXTERIOR WALLS " R "N I~w i {1)1 7Je°, zpp 0{): k` ~ ' TSTS , I ~ ~ LVL (F USH) ~ J ARE 2X6 ON FIRST FLOOR Q x w IN JI ' III J J °o a LL tiff } ~ ~ I i LLB ' "n1 - , i d ~ ~ W Y `k., -r} Jz J~ U II~~D v:~Z ~ U0~ v~ H r,, ~'m I Qi i11''; l0 J JO OOwOw '~'~~'N O W1 ~ W I UY IL ~ I I ri U LL lQ ~ I .X ~ N to O : ,~,,:I ~ ~ . J w ~ 0 F- M h' I J: I-i J i I ~ i!1 ~ r"' U a ;X ~ M a d !L l0 I I a II w ~ ~ 117 - ~ ~ - O r n `(3) 2X10 .I Od v, (]a ' r~ F --'I I~h,:f H -h11 T-I h'j X07 I , FU N~1*IG (2) 11 1/4•' ?~.~zx~~~ _ , , I . APA BRACED - - - a .a ~ ~i i,,, ~~A ~ i k~ ~ eY ~X I i w X ~X ~ F.., ~ x N w ~ ~ ~ I , N ~ ~ N, T-1 I i~ ~ N N~ .,.I I ~'N x i i WALL DETAIL i ~ I>w`~ , ,I II BRACKETS BELOW: 3 11 1 4 LVL' n` I ~ : rN ' ` 3 11 1 4" LVL {,N 3 11 LVL' FLUSH C ; j i:, ~ Z i i I I REFER TO BRACKET DETAIL ~ry°~. I w w w Q I I rat A11 ~ z ~ ; CULT RED ~<<. z piAMBTE~~E~L 2~~X5~,~ ~ O la- m m i i I I DRO PED DECORATIVE nw ~ 70N VENEER ~ PIPE COLUMN Q JI I ii BEA TO MATCH BEAM ~ ~ I ~ , ~ HO DING BALCONY i ~ p 8 1 ARCH AY ~ ~ (3) 2X$ ~ ~ o~l~ ~ w. ; RIAPEp' X1 RA,FTERS U , I i 0 ,~,,~r:,;w~ F., V tZ)'2~ ~zj~~X6 ^ ~ a. ~ ~ ~ ~ AT 1~' 0 C, WITH.. ~ W rQ I ~ I \ i W X H I~ I M 0. I L~(j J Q u ~ ~ ~ ~ z` " o ~ ~ zX6 C~ ELI G 70ISTS N Q . I I r n In cY I 0. ~ m M ~ C~' ~;~U~(1) 11,7/9 LVL. LLB Uk ~ U 0 ~ m o a o ~~d AT ,i6 Q,C; I 0~ 0 1~ (FLUSH) ~ ~ 0 ' 0 0 J ~ to ~ a I I I I I~i a 0 0,; 0 ~ 0 . ~ ~ Q - - - - J-"~ J- Jc'' J,. w~ - F„ , I ~ I I I , E. ' ,-1 0 w I I ,-a i1 ~ n n" ~ z ~ ^ n Q z Q ~ 00 VI z - Q Q ~ Jr. I`~ T'~ ' - ~ ~ oo cn ~ i ~1 ~ 8 LVL ~ oo ~ ~ cn ~X6 v, Va - - ' _ _ --__----__s ~I I ~"'al l ~ F USH r ~ 2 2X8 m ~ p (2) it ~ls'"~v~ ~FtusHZ_-- ~pflROPPED S~'EEL BEAM k. ~ ~ 0 ti a :"r I > = r+ y rH -;a:,;. DROPPED BEA,.~NG WAL~, ~ -a I - __--_--r ----'_------'~I .~-1,11 ~ - _ r--- r---------- II n ~ LIQ_~ ~ --~-~.u I I III I I ~ ~ ~ M ri - \ 1h ~ ~ ~ i i , l i I ~ i , i ( i I I( i'Y I ~ I I - 'i n ~,wQ ~ I I I 1°°"""` 'i i!l' 1 I ~ RO PED LANDING IN I ; ' Iv" C ~ ~ ~ ~ ~ ~ 1 1 ' ~ I ~ ~ S A ED AREA REFER TO i ' `"i i I I I I I ; I h.,~ ~ ~ Q,. 0 ~ 1 „1 ~ I I I I ~ U (b 0 I IIII I I I ~ ' 1 ' i 5 C ION FOR DETAILS i m w ~ ~ i i Q I . ~ 0~ - I 1 1 II I I ~ ~ I ~ I , I . I I ~-4 . ' ~ ~ ~ II Residence 0~ ~ I I I II ~ ~ I ~ I ~ CULT RED 0 " - i I t 1 I , i I ~ ? 1 ln, m I I I I STON VENEER ~ ~ {2) 11 7/8" LVL - - - :"'X ~ ' ' H Y ~ - - - ~ ~ (2 1~ 7/8' LVL (fLU H) I ARC A H, --_--(FLUSH) _ ~ I I....._ - n _ ~ A ~ ¢ . I I. i Z ~I 'L c~ 1 ~ ~ Lvh icy` n ZI ~ I I ~ ~ , Lot # 125 Tartan West I f I CANTIL ER 1' I ' ~ ¢ J ANTIL ER BEAM 11 ~ ~ ~ I I I ~ ARING IN I I I ARCH I I a _ I I I ~ I _ ~ < h ~ ` ~ , TO CATCH THE I,1 I I I 0~" 0 I, TO CATCH THER LVL I I~ ,(FLU H) ii i- Q ~ v. ,i BRACKETS BELOW: I III I X ' ~ I , - Oa (!1' ABOVE ~ i ~ oa I N I ~ I I ~ ~ 0' xl I - x l u nXi ' ' R PPE BEA ' ~ ~ ~ J " REFER 70 BRACKET DETAIL Dublin, Ohio 43016 N 1 I ~ F- APA BRACED 2'- 1' " 4 ;.~X4 _ _ I I ~ I ~ I ~ u ' TND NG ~ I ~ WALL DETAIL I I ~ ii ~ © _ - _ _ _ I I ~ ~ 117/8 LVL ~FLU5 ~ - - III - - - - ~,I LL to JII II r, zX~FUti~i;~I~~°~-' (2}iiija°..v RTA)obNumber z,W ~ I I I I ~5~ pEN , I 3)117/8° LVL (FLU H} ~ : ~ I r,, ~ - vl I I I ~ 'u~~-_ y ) ~__________________r~_ ~I ~DCH0~06 u.I I X ~ I I ~a a ~,I I f-" 1" 43) 2X4 ~3) 2X4 > I I I - I I , ~,~R)~~~'~,,~t~~l _ 8 6 CEILING , , LOCKING I 3 2X8 - I ~ X I ;~I I 00 (n ~ FOR CURVE z N I ~ ~I I I I I I `I I t l I ^ I I - - - , a Y I ~ I- , I , - - , . Date fV ril I I I ; ~ 1 I OW ~ _ _ - I - - - I I I ~ 0 rll I I I lh ~ I a l l N~ ~ ; ~ o ~ ~ Preliminary 08,03,06 w m 1~~' ' DOUBLE 2X4 ; ; ~ Q „ ~A I WALL U., I I NII II=- I, I I~~ o ~ ~ Bidding 00,00,00 a~, ,yp I ~ - - 0Ll, - II ,I~ri N ~I I I I J ~ I (ry}~_ " I I~ ~ ' I I Construction 11,02,06 1_~~~~ I Iv ' J I I 1 IJ ' _ I I 0 Q ~ IL t0 0 ~ _ I ~ (3 2X8 ~ ,{3) 2X8 (3) 2X8 i i I I rvy i 11:x..::?x}7 ; 1 ~ II I H 2) 1}. LV SLUSH}_ OPEN_70 ABOV_ " I ~ z, z I z ~ _S - I i ' ~ ~~ll ; ~ ; , Revision Date ' 1 I I W Z I ~ W I W i W I ~ J 7 1 ~ I I O1 U l V If I I 11~~ ; v, I I ®®s I I a Vt _ , C Q~ ~ II I I tl ~I ri ~ I I - ~ ~ - 9 4_ CEILING I ~ _ J' , 0'; - ~ ' ~ II ~I~ `----'----------------'"'I -t ~2) 2XG 1 11 f 4' 4 -2";' X; APA BRACED V~ ~ ; , ; hp 1 CEILING 11 I I ~ ~ I ' ' ~ I I " WALL DETAIL II II r~ N i ~1 ~ v I I i i ` i u - ~ I ' ?pl I ' i Q I r Q _ ~ ~ L~ I -l i l ` i - - - I ` - ry - pII I I , ~ 1'1 - ~ I I ~ ~ ' I h ~x (3) 2X1Q~ N _ . _ N' m I ` ' I I ' i ~ i i ~ I ' N N I , I ~ -r di;- i° a i v1 a' ~ X i X I i This Drawing And This Design Are I, X N N' N ~ 0` X ~ N , The Copyrighted Property Of N M N. N I f`'1 " I - Richard Taylor Architects, LLC, And - ' - 'j--_- I ' ~3 2X~R ~ (3) 2X10 a (3) 2X10 ~ ARCH ~ N N ~ SECOIUU FLUOR FRAMIIV G PLAN May Not Be Reproduced, Altered, Or Otherwise Used In Any Manner Without The Written Consent Of ABOVE I - ' N N Richard Taylor Architects, LLG Scale; 1/4" ~ 1'- 0" _~{2) 117/9" LVL 'X (FLUSH) This Drawing Is Not To Be Submitted For Permits Without The Architect's Seal Below N. X ~N N U _ f ~@ c ~ ~ ~~0 g , ~ ~P` ~g ~ Q~ Ay,.~® ` l V 4~ e SECOND FLOOR A FRAMING PLAN A11 mff AU,W--lk ~ ~ E o ~ NN U ~ d' ~ I ~ to J ATTIC VEIUTILAT101V SC~IE~ULE ~ • ~ ~ i• ATTIC SPACE ATTIC SPACE ATTIC AREA (SF) REQUIRED NUMBER OF TOTAL VENT LENGTH OF TOTAL VENT NUMBER OF TOTAL VENT TOTAL VENT ~ ~ ~ ~ U TO BE VENTED A TO BE VENTED VENT AREA SOFFIT VENT AREA FOR RIDGE VENTS AREA FOR HAT VENTS AREA FOR AREA (SI) P~ [ ri I- {SI) AT 1;300 AT 9 SINENT SOFFIT VENTS AT 18 SIJFOOT RIDGE VENTS AT 50 SIJVENT HAT VENTS ~J ~ = ~ ~ ~ A11 MAIN ROOF ~1 ~ ~ o MAIN ROOF 1859.6 8926 50' 447.0 0 0,0 9* 450.0 897.0 h^.u j ~ ~ x ~ LEFT ROOF 134.4 fi4.5 4' 36.0 2' 3b,0 0 p,p 72,p ~ ~ ® U ~ ~ I ~ LEFT ROOF a-~ 0 U' ~ REAR R OOF I REAR ROOF 428.0 205.4 11' 99.0 6' 108.0 0 O.D 207.0 t p I i GARAGE ROOF I GARAGE ROOF 1069.8 513.5 29' 261,0 10' 180.0 2 100.0 541.0 ~ ~ ~ 3 I.L. MIDDLE ROOF MIDDLE ROOF 303.9 145.9 8' 72.0 5' 90.0 0 0.0 162.0 ~ ~ ~ > , it TOTALS: TOTALS: 3795.7 1821.9 iD2' 915.0 23' 414.0 11 550.0 1879.0 ~ ~ > ~i * EP I US OW ~ ~ *USE POWER VENTILATOR IN LIEU OF HAT VENTS ~ _ p O z m ~i u~, 1~ ~5~OPE1? EAV~~ ` ~ ~ ~ TRUSS SUPI USS SUPPLIER AND ENGINEERED LUMBER 1.; III I I S P 111 .I U PLIER TO SLIER TO PROVIDE STRUCTURAL DRAWINGS III ~ I I III ~ I I .III ~~~I I TO ARCHITECT :HITECT FOR REVIEW PRIOR TO FABRICATION w` ~ ; ~ 0 u~ uI•~ Q III OVERLAY FRAMING ~ W I I OR DELIVER J,~.,, III ~ I I DELIVERY OF STRUCTURAL COMPONENTS ~,a I IN SHADED AREA 0 ~ ~ ~ I 4 ~ ~ ,,'n I 0 ,I I CI , I II Q fl I ~IU U H I II H ~ I I ` ~ I 0 0 ~ III ~ ~ ' ~ I I l I'~ l 0 M 0 HI 1 .,IQ~I1• I W REFER TO III ~ .I it 4'' Q n 1 0 I W I I ` 0 44j 91/2".HIGH WALL ~10P;D EAV€, ~ ~ ~ ~ ~ , \ r CHIMNEY ' II ~ ~ ~ ~ III a 1, - 11 I ' < DETAIL PRE CATED WO D PR I RICAT W OD - I w ; 0 TRUSSES III "ROOF TRU ES ~ SLOPED SAVE III I I J II - - ~3 2X4,, w ~ W ~ o Q ~ Q ,4 H u_ ~ ~ o. 2.11..14"L ~ I~ Ir.. 0` ~ C a _ - - p _r a II ~ A11 GIRDER TRUSS " H 0 N - z II z II J I I , ` `,I ' ~ PREFABRICAT WOOD N II I ~ SSES I I I I p I ' (2) ~2X~ 8'-5 1/2" HIGH WALL I ~ II U I J2" HIGH WALL SLOPED CEILING_ _ _ _ _ _ ~ `E, I I I I OOD w I I I ~ _ SLOPED CEILING 9 1 CEILING ~ , OPED CEILING_ ,A.~; H ' T __________i _I' a I I r - 1=- - t a I I ~ ; ~ H 91 CEILING ,I 3~i'~ CEILING GIRDER. TRUSS, ~ ~ 1 l~. I ~ I ~J - - - a Q ' ~ ~ ~ r FABRICATED OD ~ ~ 07 ~ ~ I I ; N I .Q ` ~ ~ ..p z. I ~ ~ ~ CV"~ I i - Q~~ i I I H r11 ~ I I t7 OF TRUS 5 ~7 ~ ~ N , H i ED AREA I o :l I I I r-I ~ i w ~ v, o ~ _ ` 2X6 CEILING JOISTS _A' i;~t", ~ , ~ (2) 11 1/4 LVL I ~`I X I I I I /4" LVL . AN RAFTERS` ~ I w N ID E~ BEAM. I I N ~ _ BEAM. _ , , ~ ~ \ ~ i ~ ~ AT 12" O.C. I I I p rG ;4.., I Q I I d-,~. 1V~ : 4~: ' GIIRDER TRUSS ~ ~ ~ _ (IN R_ E~), r I I' I I , PREF ~RI~ TED W00 I ~I' a ~ rtiRo ! ~'Po ~N'~:r I I I I I I x ~~~s I I Pfl N~~r ~ Cu i n~ n I I~ ir+k'ktc1~..., r.~s4..'>,..~t.~. R OF RUSSES ~ ; , ~ u ~ _ ;,FROM, RIp~~,~. FROM RIp~~~' ~ ~ ` III I I I I ~ i ql I I©. i~ 11 i :~~II 1I 4~ l I rry wII I.~ a ~ s d e ce ' ~e i n EFABRI AT~D WOOD I Vl 11 I IH, ~ / I I 1 ROOF RUiSSES ' ~ Lot #125 Tart` ~ 1. ~ h 1 1 J J I I [U I X c_ I ii 111 - I H ~ " 9111 CE ILING w ~ ~ ~ ~ FLAT ROOF I w w ~ ~ ~ ~a 9'1" CEILING ~;N ~ ~ ` an West a~ I I ~ I I I I, ~ ~I z ~ U ~ ~ ' SLOPED CEILIN( II I'' 11 II H ~ I W ``~,.1 I I /~/'~Y I I I I~ 1 zl J IZ ~ *'I I I - Q- LOPED CEILING~~ - ~ ~ z Dublin, Ohio 43016 II 4 ~II II 1 JI H N II 1 n ;ICING AT WALL " _ ' W " " w' U 'H ~ ~ ; ; 7 -6 ',3 4 HIGH CEILING AT WALT I I (I-Ri ~ ~ I 1 III 1 I I I V ~,t 1 III I UI O IV I I I I ,v~, il1 III I C 1 w I- ~ I I y/ ..i "I I I I ~ r~^',1 I III ' ~ Q'' a I;~ O UI I I GL I!J (2) 2X8 I I I V!,I I i t 1 A _ M W I I 2~4 4~ RTA )ob Number I I I I T~' I p I I I W .~'lrawM }"-'rr,: , I I; >-II J x_~. . I ~ POGT ~n(~WN~. ~ 2X4 z~ ,g I I I 1 1 ~ is N I I ~ ~ d~ .'S `fie.,. ,r. ~ tn'~ ~ I I I~ ~ I N Q I I I Q F~0~1`RIDG ~~.~T ~~rWN ~ w ~ w ~t ' ~ ~ 0 06 F~O~1~,RIpG ~ o'U PR AB CATER OOD ~I I ~ I I I 1 I I zH I I I ~ SLOPED EAVE I' 0 ~ I ~ H k ; ; 1 0 p I Ili I ~`Q , , I F-, v ' Date ~ o~~ RO TRUSSE ~ 11 I I I Ire / ~i I I ' , ~ Preliminary 08,03.06 I I ~ i~ I I W. N r ~ Bidding 00,00.00 II ~ I II 2,-0 3 4" HIGH WALL u~l I ~ I I I ~ l 1 ~ I I 4. ~ ~ WALL ~ 91'1° CEILING ~ ~ Construction r~4~,` 11,02.06 H, I I Q~ ~ I I I ~,0`• ~,ii U ~ I Ii SL©PED CEILIN J' . I LL ,I II I m~ I , I -I I I I Q~ I I ~ 11 . ~ I I ~ ~ ; I ;I1 I I W I I I I I c~ GIRDERTRUSS~~ 4'-31/2~u ~ o - Revision Date I I I I I I t w I I LL I I I I I 4'-0" ~ ~ w _ _ ~ ~ W' W' ~ - ~ I I a I I I I I W N W ~ OCR ~ ~ ~ }j W I I I I I I I I .,.t ~ I I I I I I I ~~4,1 U.I `0) I I I I I I I 4'-9 1 2" HIGH WALL ` ~ ~ ~ ~ w ~ 0 tt I I Q I I I I J I~ 1 1 I I I ~ I ' I I 1 1 ~ ''SLOPED- SAVE •'i (2) 2X~ i. U ~ ~ y I I I I 11 II I W 0 ~ J.. i ~'e. t~ 11 ~ I I I I I I PR F RICAT ,W OD - I I II hj I I I ~ ; ;RO =TRU ~ES II 2x1o RaFTEiis w ~ REFER TO SHEET ~ ,wa I I . N ~ N I I ` A 12°~D.C. IN DORMs;R) a A07 FOR DORMER t~~'' II I ~ II II II - DETAIL" This Drawing And This Design Are The Copyrighted Property Of - - Richard Taylor Architects, LLC. And ~C~OM LIGf~T AIVU VENT~LAT~ON SC1~E~UL~ May Not Be Reproduced, Altered, Or Otherwise Usetl In Any Manner I r ~ w'_ ` I I Without The Written Consent Of SLOPED EAVE ' SLOPED EAVE ROOM NAME OOM NAME FLOOR AREA GLASS AREA REQ'D GLASS AREA ~/ENTILATION AREA REQ'D VENT AREA EGRESS AREA CLEAR OPENING Richard Taylor Architects, LLC• .*l ,S OPED` AVE ~ 21 2X8, ~ , DIMENSIONS `ti I''' (WIDTH X HEIGHT) This Drawing Is Not To Be Suhmitted For Permits Without The Architect's Seal Below FORMAL DINING ORMAL DINING 177.3 28,6 14.2 30.5 7.1 N/A ' STUDY TUDY 190.7 28,6 15,3 30.5 7.6 N/A F FAMILY ROOM ~ ~ AMILY ROOM 387.3 122,4 31.0 ]130,5 15.5 N/A ' HEARTH ROOM t EARTH ROOM 385.5 47.5 30,8 441.7 15.4 N/A F`~~~•~ tiGrt`~~`~~ . SCALE: 1~4~~ _ AND KITCHEN ND KITCHEN ~ g I CASUAL DINING ASUALDINING 156.1 152,1 12.5 1118,9 6.2 N/A ~ ~P~~`~g~`~ ~~~~r.` ri:.. CRAFTS RAFTS 101.4 11.7 8,1 ]12.5 4.1 N/A UI;~''`'i'=f MASTER SUITE ASTER SUITE 299.5 81.8 24,0 X7.2 12.0 10,5 2'-3 1/4" X 4'-7 13/32" ~~~~xk~`?{,,Y'" WINGS WITH ENGINEER{NG TO I SEAl,FOTRUS$ DRA SITTING ROOM BE C~-SITE PRIOR TO INSPECTION. ITTING ROOM 218.5 58.1 17,5 56.0 8.7 N/A a BEDROOM #2 EDROOM #2 218.9 35,1 17.5 37.4 8.8 10,5 2'-3 1/4" X 4'-7 13/32" .r r ' BEDROOM #3 EDRflOM #3 166.8 23.4 13,3 24.9 6.7 10.5 2'-3 1/4" X 4'-7 13/32" ~ ~ BEDROOM #4 EDROOM #4 248.5 18.8 19,9 20.3 9.9 8.2 1'-9 114" X 4'-713132" i I I I A ROOF FRAMING PLAN Afl AREAS THAT DO ;EAS THAT DO NOT MEET THE MINIMUM REQUIREMENTS FOR LIGIHT AND VENTILATION PER 2000 IRC SECTION R303 ITH GLAZED AREAS ALONE SHALL BE SUPPLEMENTED BY MECHANICAL LIGHT AND VENTILATION PER WITH GLAZED AF IRC 303,1, 303,2 C 303.1, 303.2, 303.3 AND 303.4. DOCUMENTATIOI )CUMENTATION OF THE ILLUMINATION AND VENTILATION EQUIPMENT AND FIXTURES NEED TO MEET THE MINIMUM REQUIREMENTS; :QUIREMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. A 0 I i h ~ ~ o NN ~ ~ ~ ~ ui ~ s RIPPED 2X10 ~ O ~ ~ ~ GIRDER TRUSS ~ ~ r~ ~p tp ~ WND HH _ ~ ~ ~ ~.s p ~(CA~I` ITN CNIMN ~ M M ~ ~ ~ U d3 (4 ~ 4 WALL HEIGHT ~ ~ ~ ly, ~ STOR ~ ~ R41I~+' PARK ARRE pU81~N p p ABOVE GARAGE ~ . iNS"~ALL S ITH CITY, OP OROANCE W - H ~ ~ L ACC 001a SP,CTION ~ I ~ ~ ~ N 3 H : ~ ~ _ ~ o ~ ~ ,01 14 J M SECOND" ~ ~ ~ 13 28 3 N FLOOR ~ HEIGHT OF RIDGE ~ - - ~ Z :,.u. . , io DORMER DETAIL ~ ~ M xv 12 11 . 1D . . ` i, J, IIf 1 4 y_....._. ,..,.w.,. ~..~....,.w„ ......,n,..~ _..,M._.,.. w,,.... T, ,.F,~..._ _ . _ 12 ~ 11 : . . . .....r. , . _ ~ _ ,y. _ M. ~ t,.,.. _ 11 _ 10 r.. I II u.. X.~ I1 I1 n, _ . _ w, _ K I : ..w.,~ , ..........Y ......w . : 13 4~: , 26 22 , ~ . - WNDW NH 22 r.. , , WND HH ~ 16 . u _ ~ _ w,:....:. 4 5 31 - WALL HEIGHT __.,..M..,... _..-0,M........, ABOVE GARAGE - - _ ~ . ~r . r r~,~ a r:. , , - - N . _ r` ~ _ . , ~ , ~ sECONn ~ ~ , ~ ~ , ' 21 ~ ~ ~ SECONDn ~r ~ ~ Nis 21 ` 21' 21' FLOOR ~ ~ ~ ~ ~ . . 16 ' 16 r ~ . , TYP. ~ . - 22 TOP DF 1 , , . ZZ ' ZZ ~ . , 22 - _ ~ C i . - , , . WNDW HH ~ ~ I ~ ~ Cullin~n W~l~hl HH _ , ~ 19 ,1 I,, i . ~ ~ I 8 ' ,.-I ;y p, ~ o - , , ~ ~ , ~ Residence o ~ 10 10 I ~ , r ~ ~ M ~ ~ ~ ' ' • I ~ I ao ~ m 16 , ~ ` 20 r t_ - : ~ ~ :w ~ ' ~ Lot,,'~`'125,Tartan Wes 6 6 2 2 21 ~ ~ ' ` ~ 2 Dublin, Ohio 43016 'I r I ~ f ~ r § a ~ ,s FIRST ~ h , . - - . , L ~4 ~ I~ "iO II 4 a. ~ 7 4" ~ A ''k 3"~ .t',. f..~ .,,...,k{. .i; - I> d . _.:i ~F ~ ~ i- j ~ .e,.,r~. r , FF --^1 + I, } ~ YI r.. r ' t 9 V ~ v~wa f , ~ Jw-, - + ~ ! ~ ) a I - FLOOR - _ ~ ~ - ~ k i v n t f y' t. T ~ I h lx. i~- S,:;r e s R 1~ Y.-;: f Y` r rL OR _ „ , - i ~ I ~ s 'i a I 4 ~ ~ 3 a x~l ~V ~ ~ ~ ~ 4 n ~ RTA J(]~ Number ~ f M x ~ , TOP OF ' is t l r e m 4^ ' # t ~ ' t ~ ~ ' x a ; ~ ~ zir 4p k P: ~ L .i CH~. ~ , r~ lk a 3 ~ ,I a., I ~~1-^,.tti a. ~ U.. I• , Y...„ } ' - ,.~1i Yt,,a I i u 4( r r ww.. .,4 r, :a~u.,. ~.c? w...:,, t :~^.;J ! .vr., ~~cS. ,.,~j Y ~'ir t L. '~,lx, q. Y,,:~;r arv "L: r'~ i"51 ?.":g.,. . 4t, + .I .l ~..a,'~ ~y i~ 3 ` r FNDTN I 'f ~ ~ h w . a : , l e 3 S a S ~ ':inn r +vh a: - .J• u~ Ip ~..,,.,...5 7 ~ t, M1 i 2,., kA. n~ i."7=tg er S S ~ i ;.w i~ T ~.~„'.:.tl u u .I,{,=T ~ .;h: a w ~ ~ ~ ~ ® V ~.~i I ~ I I I I 1 I I I I I I I I I I I ' ' ' ' 7 24 1 ' I I I I I I I I I JI ae I I I ' 1 1 I I I WI I , I Preliminary 08.03.06 I I I ' ' I ' I " " '---------------------'--'y' i I I I 1 I Bidding r 00.00,00 I I I I I I I I ® I v" " " " I I 01 • 1 I I I I I I QI I I ~ I I I I z l I I I I I I I N}I Construction 11.02,06 ~i I I I 1 I ' } I I I I ~ I ~ I I I I I I I I I I I L_________~__._ I I I I I I I I I I I I I I I I I I I I I I I I I I I I Revision Date I I 1 I I I I 1 I I I I I I I ~'RDNT LFVA7I~N I I 1 1 I I I I I I i I 11 / I I I I I` ~ I _ _ ~ SCALE. 1/4" _ ~'-Q" 'I 0 O \ y 0 V A J s., Via' 'y I J ~ II LIMESTONE CAP ~ 1 ~ J CnDE® NOTES ~ _ ..w tv f i~ ~ I `I This Drawing And This Design Are spp ~ 1... ~ HANDMADE BRICK SHINGLE OVER CEDAR BRACKET: REFER TO The Copyrighted Property Of (1) RUNNING 80N0 1,Z CONTINUOUS RIDGE VENT 23 "BRACKET DETAIL" ON SHEET A10 Richard Taylor Architects, LLC. And ~~11 May Not Be Reproduced, Altered, w j~ , ~a,..'w.lF L . CULTURED STONE VENEER SYNTHETIC STUCCO CULTURED STONE SILL Or Otherwise Used In Any Manner WATER TABLE 1.3 Z4 Without The Written Consent Of s" >w';<'~=d.';'"_; WROUGHT IRON FENCE RAILING CULTURED STONE VENEER CLAY FLUE CAP OR NOT USED Richard Taylor Architects, LLC, ~3 1.4 METAL SHROUD EQUIVALENT Z~ This Drawing Is Not To Be Submitted For Permits Without The Architect's Seal Below ••w- ~,,,,.Y,.a'`~~.,-: CULTURED STONE VENEER w~< 06~°u p ~ ~ II I OVER $"X$" CONCRETE » uhi~~.: ~ ALUMINUM GUTTER BRICK DETAILING COPPERCRAFT CONDUCTOR HEAD N 1 E:+ BLOCK PIER U I, w T...rv.' .-A„ 1 S Z6 "HEATH" AND DOWNSPOUT ~ ,y..r~ v d ~ r qG' I F- 1 X 8 FASCIA STUCCO ROOF SADDLE a.. Z, N "r vN ~ r r i. I . 0 i; r WROUGHT IRON COPPER ROOF FLAT ROOF: SINGLE-PLY ° ~`GX~,,• ~ ` RAILING 17 28 REBBRRQOOC IONSEMBRANE. ~ `~LQ~,r3 Y V' ~ ~ _ _ P o~i I I ez I I 1 I f I I 1 BRICK PAVER PATIO OVER WOOD GARAGE DOORS NOT USED 4 ~ / ~ CULTURED STONE VENEER BASE 1$ 29 ~C ~ 1 I I I ~--J WITH STEPS TO GRADE ~~°,~~~I~ I I ~ ~ 112' ROOF LINE BEYOND BEAM WRAPPED WITH CEDAR 12" BRICK JACKARCH Y~, ~ } I I I I 1'9 30 I I SCALE; 3"=1'-D" I I _ _ _ ~ a ~ .x .w,, , n 14" SOUARE COLUMN WOOD DOOR SIMILAR T0: ~ CROWN SIMILAR TO FYPON ~ ' 2O COX INTERIOR, INC. "ED-104-5" 31 #MLD472-12 J i COACH LIGHT: APPROX. 6" SYNTHETIC STUCCO SILL Y 1X10 TRIM PIECE WITH 1X FRONT ELEVATION 13"W X 25"H Z 1 32 TRIM DETAIL, TOP AND BOTTOM DIMENSIONAL HEADER: 12" AT TOP, 6" OR 8" AT SIDES-- POWER VENTILATOR ASPHALT SHINGLES: 22 REFER TO ELEVATIONS FOR LOCATIONS 33 MIN. 25 YEAR, MIN. WT. AND "HEADER DETAIL" ON SHEET A07 240#; MAX. EXPOSURE 5 5/8" FOR PROFILE A07 i ~ nrn E ~ o ~ NN U ' " ~ ~ d' ~ ~ vi ~ ~c0 ~ ~ ~ CHIMNEY TO EXTEND MINIMUM 2' ~ C 28 12 14 ABOVE HIGHEST PORTION OF THE /NSr U ~ = l0 t0 ~ 13 BUILDING WITHIN 10' AND MUST BE QpCpR tS~~ ~ ~ 0 i ,...~.....~.....,.x,....~,......~....,., 3' HIGHER THAN ITS ROOF PENETRATION SFpT/p~~Np U ~ U ~ ~ F ~ m . ~ _ . ~w . ~ 12 ~ , x.,._ ~ m ~ 3 .w.r~.. . ~ 3 1 : ~ - z ..t.,....,,.. ~ ~ _..1.,.. _ ......w.. N . 15 Q ~ ~ ° F , ' ~ k _ t _ ~ x.,:12 ~ .;,w - : _,_.u. 12 v U ~ r~ 1 D . ~ 27 , .1D a , - _ r,:,.w r $ , _..n h.. _ _ ....w ~ ,....n._ w.,.. ~ 1~ 4"~ ~ ,w.. ,...k ~ ~ . Y. w .....1z . , 4 S 31 ~ ~ ( 10 011 , .w„ , _ m.. m. ~ r • . ~ .Y ~ n ...T_~... . i ,1, . - _ n.~~::._. r„~ . w . ~ : , . _...n, . ~ f Y . i............ , 1- ll ...r 4, 4 r HH : , < ..a . . n . W ti. ,.u... . ~ 4 5 31 ~ . ~ ~ ~ _..4_ HEIGHT OFWALLS - , . _ .A::.. ~ IN SPACE ABOVE GARAGE 16 N f T., I 2 ~ , , 6 I ECO , ; ~ •21 ~ ~ 1.. , , SECOND k I G J I FL FLOOR , . , I. _ I g , , w OOR r - - I , , r 1i a ~ 22 ,,s, r i~ ~ F ; : ~ ~ " 32 I'. I , , I P t 17 = I' 4, 1 r 1 i I j. k 4 5' 19 ~ r~ i I ~ 1~ i WNDW HH = t: 5 i ~ ~ l d ~ 1~ fi s t 6 m~ e ~ I ~ ~ 23 I 23 23 WNDW HH L~ I - I - - - ' - - ~ 11~, I LIGHTS HUNG I J / U1 °`i I - . FR M FILING I ~ ~ 1~~~. ~ t 0 - , ~ . x 0 ~ i . s, t ? ~ , ~ I ~ I . --r I W ,-i r , 1 ~ ~ , I r., r-- ' ~ iD ~ 1 a ' I II 1 ~ I Q~ ~ 6 ~ ~ I I I i I --r ~ ~ W°' FIRST I I flfl I i + / r r h~ I ~ u ~ $ 0 I T P OF - I I'.. I h Y P y i I ~ I I ~ ~ Cullman 8~ . I ~ ~ } ~ Q FLOOR ~ i ~ ~ is r ~ --r II ~ 3 I 3 FN DTN ~ r I Y-- YE. 2 fic q. I y 1 I I ~l i il. ~ - I ~ ~ ~ ~r 'I ' - - I . ~ E 1. a` ~ ~ ~ 'f,.. Q ¦ a. ' ~r K f i I .aF~Y~A ~ ~ k ~ v~ i Y , tc'~ 't~ f ~ , _ m tix~, w f`~ t! >-_„'a ~ - ' %if. tw.:.d~1 ~,I>, y rl 1..~~e .,a, f ! A yi t n M't ~ ~~~q i I i~ W Residence r".w I 4.,.f 'YL 4 d.. ~ S k 1 I ~ .~I - i.. .1 I 1 I I I "VI I ~ I I III I I I I I , ~ ~ Lot 12S Ta`rta n West ' I i III I I I I 13 Ir -r' , ,I. , 1 I I I I I 1 III I I I I I III I I I 1 I I Dublin, Ohio 43016 I I I III I I I I I Ill---1---jllj ---j"'19 I r------ I 1 +I I II I I I ~_______________y 1 I IIII I II II I I r_______i___-_~ I ~ ' I ' Ill I IIII I III I I I II I IIII I II I I _a - a~ I R7A Job Number I 1 I I WINDOW WELL ' I ~ I - ' - - - - - - - - - - ~ I I I I° , I I I ~ 1 I I 1 , I I ~ p a ° pl I I I i I I I ' ~DCH~206 I I to I I 1 I ~ Date I I 8d NAILS @ 1 " O.C. I I 1 I IN PANEL FIE D ° I ~ ~ i ~ I " I° - - Preliminary 08,03.06 (n I ® U w I Bidding 00,00,00 r~~. ~ O i, I ~W l Construction ,A 11,02,06 ,,,4,a @~ W o I °I I Z ~a ip I z U ° ° pl V ~ I° 6 N LS @ 6" O.C.STA GERED RI~~?T ELEVATIOIU Revision Date @ P NE JOINTS °I I SCALE:1~ I SCALE: 1/4" = 1'-0" p o of I I° I Sd N IL @ 6" O.C. PA EL EDGES I I 1 ° 0 pl i•.ie p ° ° p ° p ° p i CODED NOTES _~ms ~ a F-1/2" DIAMETER ANCHOR BOLT I @ 12" FROM ENDS OF PLATE 1 This Drawing And This Design Are HANDMADE BRICK SHINGLE OVER CEDAR BRACKET; REFER TO The Copyrighted Property Of AND 6 0 O.C. MAX (1 > RUNNING BOND 12 CONTINUOUS RIDGE VENT 23 "BRACKET DETAIL" ON SHEET A10 Richard Taylor Architects, LLC. And May Not Be Reproduced, Altered, CULTURED STONE VENEER SYNTHETIC STUCCO CULTURED STONE SILL Or Otherwise Used In Any Manner WATER TABLE 13 24 Without The Written Consent Of CULTURED STONE VENEER CLAY FLUE CAP OR NOT USED Richard Taylor Architects, LLC. S) 14 METAL SHROUD EQUIVALENT 2~ This Drawing Is Not To Be Submitted For Permits Without The Architect's Seal Below ALUMINUM GUTTER BRICK DETAILING COPPERCRAFT CONDUCTOR HEAD 15 26 "HEATH" AND DOWNSPOUT (No Scale) 1 X 8 FASCIA STUCCO ROOF SADDLE ~ p CONTINUOUS SHEATHING, MINIMUM 7/16° OSB OR WROUGHT IRON COPPER ROOF FLAT ROOF; SINGLE-PLY fi r~' a PLYWOOD BY CODE: SECTION b02.iD.3 -METHOD 3 ATTACHED PER TABLE 602.3(3) (d) RAILING 17 Z$ RUBBER ROOFING MEMBRANE: SECTION 602.1D.1,1-BRACED WALL LINE SPACING SOFT MAX ~ _ _ ~ REFER TO SECTIONS ~P.~\,d~ g ~ WITH 3:1 DIAPHRAM WIDTH TO DEPTH RATIO SECTION 602.10.5 -CONTINUOUS SHEATHING BRICK PAVER PATIO OVER WOOD GARAGE DOOR5 , NOT USED °~~y ~ ~r`'~ FIGURE 6D2.1D.5 -BRACING AT CORNERS ~ CULTURED STONE VENEER IBASE 1$ P~~`t~cc.i~ 'Rp 29 ~J t" kJ TABLE 6D2.10:5 -MINIMUM PANEL LENGTHS SECTION 602.10.1 - 25'-D" O.C. MAX SPACING OF PANELS WITH STEPS TO GRADE m~~~ ~ r,~?~„~~~~~!~,<, , . SECTION 602.10.1 -BRACED WALL OFFSETS UP TO 4'-0" ROOF LINE BEYOND BEAM WRAPPED WITH CEDAR 12" BRICK JACKARCH k~ 19 30 GYPSUM WALL BOARD FASTENED BOTH SIDES PER CODE: 14" SQUARE COLUMN WOOD DOOR SIMILAR T0. CROWN SIMILAR TO FYPON ' ' ~ ' SECTION 602,10.3 METHOD 5 - 1/2" GYPSUM BOARD WITH 7" O,C. 20 COX INTERIOR, INC. "ED-104-5" 31 #MLD472-12 FIELD AND EDGE NAILING PER TABLE 702.3.5 (5d COOLER NAILS OR MIN. 1 1/4" DRYWALL COACH LIGHT: APPROX. 6" SYNTHETIC STUCCO SILL 1X10 TRIM PIECE WITH 1Xi RIGHT ELEVATION SCREWS TYPE S OR W PER ASTM C 1002) 13"W X 25"H 21 32 TRIM DETAIL, TOP AND SECTION 602.10.4 - MINIMUM 48" LENGTH OF PANELS BOTTOM TYPICAL AT ALL CORNERS I DIMENSIONAL HEADER: 12" AT TOP, 6" OR 8" AT SIDES-- POWER VENTILATOR AND 25' OF WALL II ASPHALT SHINGLES: 22 REFER TO ELEVATIONS FOR LOCATIONS 33 MIN. 25 YEAR; MIN. WT. AND "HEADER DETAIL" ON SHEET A07 240#; MAX. EXPOSURE 5 5/8" FOR PROFILE I I i ~ ~rn 14 ~ N N 0 U 13 ~ ~ I ~ r\ N ~ 33 28 ~ ~ s nh ~ ~ d' ~ i t,~:= ~ 14 w I } ; ~ ~ ~ ~ p 't _ ~ U ~ U ~ f0 1¢ •p W ~ • _ ~ tr , .w L a 1 y ` 4: ~ ~ - - .15 I ~ 1~'• I2 ~ ' . 12 . A:: 4,u.~,,. w..~..~. r r - ~ E z ~ _ ~ . . 12 V s „ ~ _r ..__....,,~rt.. M._ .v.... _P to r. _..w . , . ~ . . . ...,,K.. k nv • r _.._...._.___.,,....,n~~ . ._.wrr.. ,_w.. ..._,:....,~x., _ u..,a_...::. _ ~ , _ , M . w.... . . ~ _ Y.,,~,.v_.. _v._........ ...,:......v . w, 1_ h 1, 4„ U ~ 1411 a.. , ~ a ~ v _ ~ 8 ~ . e . . r. ~w,. , .v.w..... _ ~ . . . , . A. a ~ _ 1 4 a . . 4 5 ~ 31 , .,..u ~ _ i _..._.,u ~ ~ d . 4 5 31 A. _ :i;;,: a.~ _ , WNDW H - 22 3, . . , _ r. s . ~ _ , __v , . ,r.... _ LL., . ~ . ~ - .._....._.~r ...........r..~ w. . W..,,.,..._..... _ - - _ I I - ;T , ~t z , . , o N M >3 , 16 ~ N p , ~ , , °15 ~ ~ . , . SECOND ~ ~ - ~ ~ SECOND . , , , . . , ' , FLOOR , , , ~ 16 OOR , , ~ ~ . 19 - - 1 1 , 22 , 22 'WNDW NH i {R' 3 ~ 22 t x 17 ' ~ y iJl/ ; 11II 23 ,,d 1111 I, ' ~I~~ , 19 , ;R - y~ - ~ wNinw - - ~,11~ ; - , I;;I , ~ . } IIII.. l :III[ . ~ ' ~ ' IIII I,, I ''_IIIIF '~I . 15*'i`Q _ t , 23 . JIIt. 1 :;ji1Pr .I , f_ :I:AyI t ,,1ur ;11 _ 1 6 4 ;,1I;: , -,,11, rl l~~d \ - _ , , o I III, ;L: 1. 11 301 p11t 9 9 9 0 M ~ ~ I I ~ ~ ~ ~ ~ ,a ~ ,11, ll;, I _ ~ . ~ ~ , } GI: 6 I I ,I 1 ~ 1 I^ 1. ~ I,~. I r 1.. I` 1 t °~1 r I ':r;',. ' 4 t I r~ _ ~ ~ f,h 4 ~ ~ FL RST w-:....It;,,a r;xz,. Ra y. w ~t ..,...t ~ t i.:,a ~ t ~M,1 r rt t Y" ~ I f c f a 1. P 1. .r '-.s ~ - u,:,e ' .ai ...!.1 e' I F.. ,.i )I i , - ^.i.., . ~ M i,'. b~{„" ! I ':.x I ~ , s 5. { - .i;r I 7: z I f., d h ~ .,t 1, 3~-.., ~ ~ yr a;! I r 3 9 r I t 1 ) zl { _ ~ i , t, I II L h e I r . ~ s Ij r t 1 ~ r ,.I ~ ~ ~ , a ~I I 1 OOR f 1 s ` ~ , C ti 1' z ~ k ~ `k J' 3 i g~' al a Y ti r J T' ~'b~ 1~. r a y,~ r I 1 1 ~ ~ 1 " r ~ i f. I t f 1 a, A ,,..d, , ,.w. -r , z..~ : ; e ;r , ' e ~ 1, '2 6 . t ,r. t L r, 5.~~` y 7 I, ~ i~~ Y u r d a d k , A h ~ I~ "t t d . , y F'' y M ~ M ~ ~ I'. I } .rte , e'. 'Y'+ Ir R 3 , ~ ~ 9 G a s ~ gal A" ! (ix ~ P j,._..~ •I .,,.::~.d._,.'P v,.,;:,e t, .,_^y e r .....E e .i ld ,a c ~ 'I, rfi~ _ ' ^r ,,,I i:. ,_.:;t t at el... ~1 zh i 7 ,7 r;, yf ,i ~."r 1 i. x~:," I al ~ b ; i h: . _ ~ it r r 1~ ! ~p I ~ ~ f ~ 4 _ ..I , t ' ,.,..If 11. ~1 'Y 41 a (.,~L R. w.~T I ..r.~.., i s .',1._ I ~ Y l 1 4 1 (rv; ~ u x( i ~ , e~ e..S, xl . 1 l I '....a..... .J r...,.-..,.....k` E Y,......$ i~.:..:n,~.....~U r. ~ ..„_.h n,.:L..„t , d` k Q~.4 . ,Y x'_r 2 ~ i ..A. L.. I o.l f. . J ~ h,~l - L: ,L' } . K l f 4 ' J f . si... ^u I p r~l li I t. F Cu i rya n I I I I I I I i I 1 I I I I I 1 I I I I I I I I I 1 7 1 1 I ¦ ' II I 1 I 1 1 1 1 I I I CONfiINU0U5 TOP PLATE I I I I I I y, I r----~ 1 1 1 1 I I I I I 1 1 1 1 I I 1 1 1 - I Residence I I I I ' ' ' I G____,~________________ , I 1 1 11 I 1 I I ~ I I I . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , I ~ . ' Lot #125 Tartan West C~JNTINUOllS SHEATHING ON I I I EXTERIOR OF CHIMNEY i ~ I I I I I I Dublin, Ohio 43016 I , X I I I Q I I i 1 1 I ~ 2" THIN BRICK CUT FROM , I 1 ° - - - - I i I - - - - HANDMADE BRICK USED N ON MAIN HOUSE I ~ ~ ~ ~ I RTA Job Number I 1 I I i I - - - I I I 1 1 ~DCH 0206 I ATTACH STUDS TO RAFTERS, TRU55ES, AND CEILING JOISTS WITH MIN, OF (2) iDd NAILS n e n 1 Date 5 REAR ~LL. VA l V Preliminary 08.03.06 ® ~ ~ SCI SCALE: 1/4" = 1'-0" Bidding oo.oo.oo i ~~"tat.- ROOF DECK ROOF DECK Construction .~F~` 11,02.06 >:k,:r i i I Revision Date RAFTER TRU55 DESIGNED FOR WEIGHT OF CHIMNEY AND FINISHES WHERE STUDS DO NOT EXTEND 57UDS MUST EXTEND TO TRUSS TO FLOOR, PROVIDE HORIZONTAL BOTTOM CHORD, CEILING JOISTS BRACING TO OUTSIDE WALL OR OR FLOOR BELOW DIAGONAL BRACING TO ROOF DECK ~ ~,,a, _ x CODED NOTES' ~ ~ ~ This Drawing And This Design Are I HANDMADE BRICK SHINGLE OVER CEDAR BRACKET: REFER TO The Copyrighted Property Of FLOOR DECK FLOOR DECK (1) RUNNING BOND 12 CONTINUOUS RIDGE VENT 23 "BRACKET DETAIL" ON SHEET A10 Richard Taylor Architects, LLG And CULTURED STONE VENEER SYNTHETIC STUCCO CULTURED STONE SILL May Not Be Reproduced, Altered, i ~ ~2 WATER TABLE 13 24 Or Otherwise Used In Any Manner Without The written Consent Of CULTURED STONE VENEER CLAY FLUE CAP OR NOT USED Richard Taylor Architects, LLC. 14 METAL SHROUD EQUIVALENT 2; This Drawing Is Not To Be Submitted For Permits Withouk The Architect's Seal Below ALUMINUM GUTTER BRICK DETAILING COPPERCRAFI' CONDUCTOR HEAD ~ 4) 15 2() "HEATH" AND DOWNSPOUT W~ 4 SCALD: 3 4"=1'-0" (TYPICAL WOOD FRAME CHIMNEY) 1 X 8 FASCIA STUCCO ROOF SADDLE E~~ 5 16 27 ~o ~ I 2X8 BETWEEN TRU55ES OR RAFfER5 - - - - - - - AND CEILING ]OI5T5 WROUGHT IRON COPPER ROOF FLAT ROOF: SINGLE-PLY ~ ~ 1,• RAILING 1~ 2$ RUBBER ROOFING MEMBRANE: ~F~~ REFER TO SECTIONS ~~a MIN. (8) 16d NAILS TRUSS OR RAFTER BRICK PAVER PATIO OVER l WOOD GARAGE DOORS NOT USED ~ CULTURED STONE VENEER BASE ~ 1$ 29 ~~a~'~, ~x~.>~~' ~-r EACH SIDE OF SPLICE WITH STEPS TO GRADE ` F .'y„ fit. r.,,,,.r z STUDS AT 16" O.C. MAX. ROOF LINE BEYOND BEAM WRAPPED WITH CEDAR 12" BRICK JACKARCH `~.a15~~,~`~ ~t,, 8~ 19 30 N STUD SPLICE _ 3 1A11 ClIIIM1IIC I^n111M1A AI lAinnh 1\nnn CTM1ATI Afl Tn. ('fJnlhf Al CTAATI A? T!1 CV hl~AI 1`F VHRL LVLUI'lIY "v'-"-"" VV VR JlI'I1 V'lR IV. VR 4V IV JI'1L!'\R IV 1 I~VIY z SPLICE STUDS WITHIN 9 ~2) COX INTERIOR, INC. TIED-104-5" (3#M 1 V LD472- L 12 I 3'0" OF BRACED POINT DO NOT SPLICE ADJACENT STUDS COACH LIGHT; APPROX. 6" SYNTHETIC STUCCO SILL 1X10 TRIM PIECE WITH 1X REAR ELEVATION N (ROOF, CEILING, ETC.) WITHIN 2' OF ADJACENT SPLICE 13"W X 25"H 21 32 TRIM DETAIL, TOP AND I BOTTOM DIMENSIONAL HEADER; 12" AT TOP, 6" OR 8" AT SIDES-- POWER VENTILATOR i II ASPHALT SHINGLES; 22 REFER TO ELEVATIONS FOR LOCATIONS 33 MIN. 25 YEAR; MIN. WT. AND "HEADER DETAIL" ON SHEET A07 240#; MAX. EXPOSURE 5 5/8" FOR PROFILE I Au'mh'91 14 CHIMNEY TO EXTEND MINIMUM 2' 14 O N N ~ ~ t\ ~ E TOP OF CHIMNEY TO BE ABOVE HIGHEST PORTION OF THE 1~ A MINIMUM OF 2 -D HIGHER THAN THE NEAREST ROOF BUILDING WITHIN 10' AND MUST BE 12 2$ ~ , ~ ~ ~ ~ , v WITHIN 10' OF CHIMNEY 3' HIGHER THAN ITS ROOF PENETRATION - ~ 1 ~ ~ ~ d~ u _ ~ ~ ~ L 14 U ~ ~ ~ ~ ~ ,V Iz ~ ° ~ ~ x ~ w ~ Io 1 ~ CHIMNEY CRICKET WITH ~ ' } PROPER FLASHING U ~ w . 12 ~ ~ ~ ~ ~ 3 . 4. v , . w. , ~.._r,.s_. _ , _ . . _ s _ ~ 11 . _rt.. ...~.,.....__...s _..:Q.. ...._..~a w ,a ~.m.a.„... n,.n u.i ..,r.,an r at .a m.. v. r a z .r I2' .s. . . n,,. . . . ..,.....,.v.::' I.. 1 - ~ io ; K ~ ~ _I y O 11 _ . .....,~.w ..,.r..... , . . 1'-411 ~ U ~ n.... _ , M. ..u... _ . ~ 2" NON-METALLIC _ • NON-COMBUSTIBLE FILL u .I _ . . I - , NDw HH • , _ . , MAINTAIN 2' CLEARANCE _ ~ FROM COMBUSTIBLES ~ ~ FIRE CLAY FLUE LINER 6 _ _ TO BE PROPERLY SIZED ~I ' _ FOR HEIGHT OF CHIMNEY ' ~ 16 ~ ~ o AND SIZE OF FIREPLACE 'I , 16 , . . , , _ OPENING • ~ a ` 21 r , , 16 , ` 21 SECOND 32 16 19 21 21 . . - - ~ . • MAINTAIN 2 CLEARANCE ~ ~ ' , r ~ FROM COMBUSTIBLES ! t Y, , , WNDW HH ,T_ FIRE CIAY FLUE LINER , D00 HEAD HEIGHT R _ _ TO BE PROPERLY SIZED - - - NDW HH - - - 23 ~ ' 10 - ~ ~ , NOMINAL I" AIRSPACE MANTEL o 3 ; 9 9 HIGH-FORMED DAMPER STEEL ANGLE ' " b , ~ - ~ ~ 6 h ,i ~ l,~l. N SMOKE CHAMBER 2 . ft a li ~ .'I , i ~ f ^,r { FIRST SMOKE SHELF WITH PARGING r " ° I ~ ~ ~ t,~; r d ° jai t' s~ ' l n rt i~(r ~ '1 7 ~ O~ n ~ FLOOR I ;,r - s z ; FIREBRICK WITH i" NOMINAL z ~ x I~ y G: { ~ - o t ~ . a ~ - s AIRSPACE WITH NON COf BUSTIBLE ' r I ~ ~ ~ 3 ~ ~ r. ~ t 4 J ~ ~ .4 { i I F 'k ?7 y k 7 J ~ !6 l ' J 'ri ' INSULATION OR GROUTED SOLID a r f ~ . . ~ . 24 s ~ ~ ~ ' I ` 111 I ~ R,.a ~ f :n. t 'z' r ~ i. ~`''(';~....d. ~,7,,, I ' i ~S ...L }n k ..;1 nn ~ nn k~'3 ~ ~Y~ .,.a .iL v ~P ~W a .f a + wk ' ¦ FIREBOX ~ I I I t I I ~ I I I I z:, Cullinn I I I I N i HEARTH i , , I I , I ] I I II . d- I I I I ~ I ; 4" CONCRETE SLAB I I I I II . I I I I ------.------T-----------------------------------, II . 1 . ~ I r--------------~, I ~ I I p p'.~ ~ i I I 1 I Residence I I I I + I r---------------' 1 COMBUST ON AIR INLET AND GRILLE 1 ~ I: I i ~.I I A . I ' AIR PASS GE I ~ I I ' ~ 1 ~ ~ ~"dot ~~'~1~25 Tartari~West I I I I I I I I I I I ~ I I ' Dublin, Ohio 43016 MASONRY FOUNDATION PER PLANS ' ' I I I I I I I I + I I I ' I 1 I I i I I ' 1 RTA Job Number I ' ------------------------'I I. ^II 11_ BII I I ~ D C H O~ Q~ i ~i LEFT ~L~V ~1®! Y Date Preliminary 08.03,06 SCALE: 1,/4" = 1'-0" Bidding 00.00.00 Scale, 1 2" = 1'-0" Construction 7~" ' 11.02.06 Revision Date -------------'''-,I ~i L4X4XIJ4" WITH (4} I/2" (5) 2X6 FULL HEIGHT l ii DIAMETER LAG SCREWS ,I WITH 2 EMBED AND (3} I/2' 8~~ II ~i DIAMETERTHRU BOLTS ~ l II II I it I ' l II ~ II . II II II I I II I II q I co®Ea nraT~s r~, n ~ I I I II - I I II II II II II II II II II II I~ II II II II This Drawing And This Design Are HANDMADE BRICK SHINGLE OVER CEDAR BRACKET: REFER TO The Copyrighted Property Of fl II II RUNNING BOND 12 CONTINUOUS RIDGE VENT 23 "BRACKET DETAIL" ON SHEET A10 Richard Taylor Architects, LLC. And 11 it II 'I II II May Not Be Reproduced, Altered, II 'I II 'I CULTURED STONE VENEER SYNTHETIC STUCCO CULTURED STONE SILL Or Otherwise Used In Any Manner WATER TABLE 13 24 li BRAC ETC it Without The written Consent Of it \ FRO CEDA l II sx h I' II CULTURED STONE VENEER CLAY FLUE CAP OR NOT USED Richard Taylor Architects, LLC• II ti II II II 14 METAL SHROUD EQUIVALENT 25 This Drawing Is Not To Be Submitted for Permits II ~ II II ~ + II II II Without The Architect's Seal Below ALUMINUM GUTTER BRICK DETAILING COPPERCRAFT CONDUCTOR HEAD II ~ II II ' II 15 26 "HEATH" AND DOWNSPOUT II ~ II I I ii (2) I/2" DIAMETER l II LAG SCREWS i' ~ I 5 1 X $ FASCIA 16 STUCCO 27 ROOF SADDLE F O a a li (4} I/2" DIAMETER LAG ~ i' it SCREWS WITH2"EMBED lil ~ti ~ WROUGHT IRON COPPER ROOF FLAT ROOF: SINGLE-PLY ~~V f li it II II (d) RAILING 1] 2$ RUBBER ROOFING MEMBRANE: ~ ~a ~ II - II REFER TO SECTIONS ~~~l~S~ A~'~e~~. II II II II II II BRICK PAVER PATIO OVER WOOD GARAGE DOORS NOT USED ~ ~ ~ I I II II ~ CULTURED 5TONE VENEER BASE 1$ 29 , ~,y` r, .~r WITH STEPS TO GRADE ~~I~~ ;.V.,r II II II II M1 ~ II II scA~~: 3 41,~i1_o,l ROOF LINE BEYOND BEAM WRAPPED WITH CEDAR 12" BRICK JACKARCH °ti ~ 8~ 19 30 II II II 11 I I II II 14" 5QUARE COLUMN WOOD DOOR SIMILAR T0. CROWN SIMILAR TO FYPON ~ N°°' 2Q COX INTERIOR, INC. "ED-104-5" 31 #MLD472-12 COACH LIGHT: APPROX. 6" SYNTHETIC STUCCO SILL 1X10 TRIM PIECE WITH 1X Ltl- I tLtVA I lUIV 13"W X 25"H 21 32 TRIM DETAIL, TOP AND Ii BOTTOM I DIMENSIONAL HEADER: 12" AT TOP, 6" OR 8" AT SIDES-- POWER VENTILATOR I1 ASPHALT SHINGLES: 2Z REFER TO ELEVATIONS FOR LOCATIONS 33 MIN. 25 YEAR; MIN. WT. AND "HEADER DETAIL" ON SHEET A07 240#; MAX. EXPOSURE 5 5/8" FOR PROFILE A 1 ulm4 _ I ~ ~ I ~ Q o ~ I I I I ._.______J I f__.._..~.___..______________________.. RUBBER ROOFING I I ~ i i u~ ~ ~ I I 3J4" PlYW00D 5HEATIIING ~ .a ~ D ~ RIPPED 2X6 i 12 I ~ I I ~ n~ ~ lz _ I 10 i lz ~ ~ o d' Ct ~ I I , I to L to ~ ~ ,C ~ ~ ~ ~ ~ I 1 I , I 1 1X4 TRIM i NOTE; TRU55 CONFIGURATION ~ ~ NO SWOOPED EAVES ~ ® U ((y METAL FLASHING i 12 SHOWN IS FOR ILLUSTRATIVE ~ i I i PURPOSES ONLY; ACTUAL h TN THIS PORTION ` ~ ~ O L OF THE HOME ~ ~ 1~ TRUSS CONFIGURATION TO BE I DETERMINED BY TRUSS MANUFACTUREIR ~ it I , 111 ~ 4~~ 3 I ~ O i 1' 1D 1/4" ~ I SCALE; 3/4" = 1'-0"i ~ U1 ~ ~ ~ ~ ~ 6'-31/2" C[ 12 i c RIPPED W NOTE; TRU55 CONFIGURATION 1~-q~~ ~ ~ r LAUNDRY ROOM ? ~ ~ 2X6 RAFTER TAIL , SHOWN IS FOR ILLUSTRATIVE a TO CREATE SLDPE 12 ~ PURPOSES ONLY; ACTUAL _ - - - - ' ~ co ' ~ TRU55 CONFIGURATION TO BE ~ ~ 0 - ~ = I ~ T I D BY TR MANUFACTURER ~ w ~ TR ONTINUE5 N DE ERM NE USS ~ U Z N = W _ _ M 2 _.,.1.~, O i _ _ iV 1 I II WNDW HH ~ m + MASTER BATH SITTING ROOM - M m 0 ~ N F- 7 CRAFT n o ROOM ~ H 2X12 RIPPED AND DROPPED, CANTILEVERED IN BALCONY TILE FLOORING ,A z' - - ~e~,:. _ _ _ ' 9 N - ~ _ TOP OF r' ARCH - - SPRING LINE , . _ / E HEARTH ROOM - t i OF ARCH ! t DROPPED BEAM I; C7 ' DECORATIVE DROPPED FOR BALCONY STRUCTURE y ~ ~ W BEAM TO MATCH STRUTURAL i ao. TOP OF SLAB+J. a° ^"'t O A S W O f ~ j j DROPPED BEAM BELOW ° ~ , , p ~ z , , BALCONY ~ _ ~ i; I ~ a I I a G , V ' IA S ! tQ j I I ~ 'i N O H i. E ~ a s Z Q E ~ M ~ E Y ~ n, i m ~ a s ENTR ~ N o ' , , rn ro F- z ! ` ~ o H ~ N 1 ~ COVERED PORC E ~ rr J .,D o 1 I I ''J - , e d w ' 4 O 3p„~, CL W ~ ~ W ' ~i > W _ i lHA i ~ ~ ~ I --W . ~ ~o, ~ pp F------°--R'~ bo ~ _ a 2 ; N D) ~ ---------erl f QI ~ I DI ° ~ ~ ji I FIRST a° r---------~i a jI ~ _ , FLOOR { 1 oQ i--------U}i ~ po I al ~ po <a { 1 p t pa i.- dd ,,n D ' ' C k q / - ~ 0 i i pv °a ~ Q Q ~ ~ .i ~ vii ~ e ~ no - - - - ~o - - --V_ 4 i - ~ 4> .D ~ C° ~ ~e it o ° - ~ P P HAND~AII.S AND GUARDS SECTION C - ~ GUARDS 04° ~ _ ~ TO MEET SECTION S ~ e°a r~oNS SCAILE:1 4"=1'-0" Cu ~ I ~ n n ~'a ~ 8311 AND 8312 0 ,312 ~ 2004 RESIDENTIAL CODE OF OHIO a ~ x ~ ODE OE OHIO ~ ,.~05 0 - - o' ~ A~~ - ~ q II 1 II Residence z o / AD ~ ~ ~ , 0, ,u n ~ p ' Lot`#125 Tartan.West 4 ~ ! Dublinr Ohio 43016 ' I RTA Job Number I ~ m I ~ ~DCH0206 ~ r 12 ~ ~ w Date lp ° 3 4 M AX . RIS I ~ a i NOTE: TRUSS CONFIGURATION ~ Pre~lminary ~$,~3,a~ SHOWN IS FOR ILLUSTRATIVE 12 I MIN WNDW HH ~ RUN PURPOSES ONLY; ACTUAL , , Bidding 0p, 00,00 ® PER I CI TY OF DUDLI N TRUSS CONFIGURATION TO BE I I ~ ~ , DETERMINED BY TRUSS MANUFACTURER 10 Construction 11,02.06 ' r , lal I I ~ I ~ I 0 ~ I ! I I WNDW HH Revision Date j I . r.~~' . ~ I ~',~0 3a I LL w 0 0 I HEEL HEIGHT _ ~ _ ' 5ECOND i J LL Q, w 0 9~~ I S'-3" - F a FLOOR - ~ o z Y ~ BEDRO(OM #4 s'-a 1/z„ o~Jy a ~ Z = ' _ - I ARCH HEIGHT ~ i „ a~U10~ ~ w rn ; _ x { ENTRY ; ; , ~ N = a a H°JZ N o N o= SECOND ~ ~ r; ~ _ FLOOR U s - ! / - ~ ~ { i - - - - This Drawing And This Design Are r ~ E ~ PROVIDE UNDERSTAIR PROTECTION _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----------r~ UV UVU ]VU UU UUU ~IUU t] ~ zz5 The Copyrighted Property Of I ~'-10" ~ i ~ I PER SECTION 8311,2.2 N i 00 M I I STRAP FROM TOP pF LVL'S ~ Richard Taylor Architects, LLC. And / N ~ } i 2004 RESIDENTIA4 CODE OF OHIO , ~ TO HOLD BASE OF E LING JOISTS May Not Be Reproduced, Altered ~ i i ; 2x1D'S IN LANDING _ RIPPED 2x1p's Or Otherwise Used In Any Manner a ~ - - i a a ' x _ TO CREATE SLOPE Without The Written Consent Of ' a ' W 3 ~ ! ' ~ I W I ~ } BLOCKING FOR RlChard Ta INSULATION ylor Architects LLC. i = Ha' ~ i 4'-2" = 12'-6.. ~ 1 D >t 12'-6" I i ~ ~ M FIRST W ~ _ W rREAOS AT so~~~,< 1 ~ I = , " ° ~ ` ~ ry - Thi t To Be Submitted For Permits :ADS AT 10':+,, I ~ ' ' ~ g~~ ~ ~ ~ The Architect's Seal Below FLOOR a ~ F a` ~ ~ / ~ N GARAGE o - - - # ' ~ _ ~ ~ ~ .z W I F ~ ~ 'I ~ ~ ~P ~'(jV ~z CM / G I I . d~ / I I ` II ~1~¢q I t , II I ~ ~ ~ '~I•e~ W Qy,~. *,1,,. , I ~ I ' Q ~n . loco ~ ~"~.r..,. W I i ~ I I i ~ N , , d ~ ip ~ n o I ~ Q THICKENE SLAB IN ~ ~ e ~ pQ STAIRWEL TO BASEMENT ~4 .5a _ I O N I W ~ W ~ _ ,~o SECTION D a \M P% I SCALE: 1./41111-01 tx~ °q SECTIONS E F I I Z I ~ ~I W Q N H I eo ~ a SECTION B 0. I SCALE: 1/4"=l'-O" D , I ~vEYo 5750 Cha :,tiler Court lop REVISION DATE & REQUEST Westerville, OH 43082 'P i 9-18-07 REV. DRIVEWAY (SJH) E-Mail: hoyssinc@aol.com +1 1`J 1 + 2 Phone (614) 895-1922 1 1 Survey Fax (614) 895-1949 ~ 74 Construction Fax (614) 895-9549 G I N~ FOR CORINTHIAN HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION 125 TARTAN WEST SECA PT.2 CITY OF DUBLIN SCALE 1" = 30' PB. 5 PG. 144-145 DATE 10.16.06 ORDER NO. DRN. NV CK. FLOOD ZONE X COMM. PANEL 390808 PAGE 0150B DATE 09.27.91 MINIMUMS R: 35' 5:20'/40' "LANDSCAPE CODE REQUIRES AT LEAST SIX 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." I FLOOD ROUTEOR BORDEAUX COURT 50' 140' V.C. CURB INLET SAN. SEW. TAP T.C: 989.26 E.O.S.= 982.30 993.97 11' B/C N 82°53'45" E T B/C 4' WALK----------- -125 _00' - - 994.20 HY 989.40 - - SIDEWALK EASEMENT-- s 12 EASEMENT PROPOSED TREE 22 - ----------------------PROTECTION FENCING` 6 35' BLDG. LINE C, rn I~ 87.66' i I WROUGHT IRON FENCE WITH Q q i i U Q CULTURED STONE VENEER PIERS O O F tn. M V p" 1 I • O ' 194 O Ca =Edo S i I 126 I Orl F.F.= 992.40 w I o W C7 V o - 0 36.00 0 a' 0 0 995.30 j' 10 H 0 P. O O Obi o I O P. C, V) 125 N N I z w 6.83 6.50 V; O d~ Qi M 56.67' 15.00 12.33 o cV 2.33 o A I W I as 0 - t` ON 52.34' ° 01 ° °5.00 w Q °5.00 I 12.00 2.33 X o 17.00 °i 21.00 ~ 995.30 25' TREE i W ry PRESERVATION 26.00' i I rn ZONE II 9 EX. 150.00' o U EX. S 82°53'45" W I o Q 9.5j;.fs;iN~ 124 F.F.= 990.00 w NOTE : BUILDERS TO PROVIDE BUILDER TO MAINTAIN TREE PROTECTION DURING ALL EROSI N CONTROL NOTE: WATER SERVICE SIZE = 3/4"." PHASES OF CONSTRUCTION. C~~~ EN(YINF:ERINC CO'%IPI,iANCE City of Dt~~r4ic~ PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from APPROVED AS NOTED information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA ~ P 1 10. I(D. o 7 Subdivision Plan. This Plot Plan is to be used by the Client for the sole purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited. uiOF 11///,/z LOT 29689.0 e1 Dv J 07 srEVEN ' ~ HOUSE 3451.0 WALK 1276.0 ,D1 l J. HOY DRIVE 3134.0 SOD cov. 25550.0ONINC'04~L1, On DV rF ' 3 0 APPROACH 306.0 LOT COV. 11.62% CITY OF F " DR 1N ~ ~ VE'i ~111/l/ 11\\\\ \ /6 -li-k-017 DR- J:\subdivisions\Tartan West\125.dwg Ci'