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07200624 Permit File City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 02 Jul 08 Vendor # : . Vendor Name: Bob Webb V, LLC From Department: Building Address 1: 7662 North Central Drive Address 2: Finance/Purchasing Use Only: Ci : Lewis Center State: OH Zi : 43035 Unit of Account Item Quantity Measure Description Number Unit Price Extended Price 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 7883 Nassau Loo 4 Permit No. 07-200624 $13,000:00 $13,000.00 5 6 7 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 Department Head Approval 71 Dat TOTAL $13,000.00 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: rS~S 3 S5~ U 1- C-) © f' PERMIT NO.: 000,2 ° Z BY gQ 7 FINAL INSPECTION DATE: b' 1 9' s air (VI) E - I d I ~ I ;E boo~ 0. C-1 LU 'a v c Q O +C+ V c c C = V V m 0 d = la m m d O G7 A W Z 0 G1 ^ m O d N M sy E c =a =N 5 O ~ N C C 7 C C .Q ~ i C C V C ii: E FL M iL E w ? w M w it N ' C E ~ a a c 4- ac d V V a c c c = a _ _ ° ° ° c C = O 'p C i c 'NC a c 1~ v t m d m L R c _c 0 E 0 c m = o t °'E = w E 3 c m O O s lo ,44 E 02 d m O= m 0 O C , m d D fA U. LL ca U. ir m Q' W W N W a V' w li N u. L) / 45 3 Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: WI DD 614/410-4670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDMONAL APPROVAL AGREEMENT This agreement made and entered into by and between 414 dU ~o J (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and ~.i 1 X .13 rm,, (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the city, who mutually agree and covenant as follows: 1. The Project pManager/General Contractor, who is constructing a new premises at: 790.:,3 zs !w Building Permit No. 6 7 ` Z O 0 6 has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) d and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the. City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the 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 ADUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCSIDOCIFORMS\CONDITIONAL OCCUPANCY AGREEMENTAd 'c 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. at~oe s VC/, Ya~rSr ~I0~8 - p. Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Please Print) Owner/Occupant ]Jatk Owner/Occupant (Signature) (Please Print Vte7 8Ci \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICEIVA*d)OCS\DOCWORMS\CONDITIONAL OCCUPANCY AGREEMENTA c Page 2 of 2 Updated 402 CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 4/04/08 01 Receipt no: 8167 Type SvcCd Description Amount 2007 200624 BP BUILDING PERMITS Qty 1.00 $13300.00 BOB WEBB Tender detail CK Ref#: 270605 $13300.00 Total tendered: $13300.00 Total payment: $13300.00 Trans date: 4/04/08 Time: 10:06:42 THANK YOU FOR YOUR PROMPT PAYMENT Bob Webb V, LLC FIrir, Third Bank 7662 North Central Drive 25-216/"0 V 2 7 0 6 0 5 Lewis Center, OH 43035 April 1, 2008 Pay: *********************Thirteen thousand three hundred dollars and no cents $*****13,300.00 PAY City of Dublin To THE P O Box 9062 ORDER Dublin, OH 43017-0962 OF IZ I U E ~ 11' 2 7060 Si0 11:0164002L& Lima 7 280 500,9 i Se' CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410,4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type C~n?~~ I l~ti~L Application # ~sf Date 3 The undersigned inspectors checked your property at -7 c6 c6-3 6) 56A ! 1.~ P for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 't> C C - tr ' tJAL ?APPROVED ? DISAPPROVED By'~LL t r~ CONDITIONAL CITY OF DUBLIN u Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 6141761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION ii PLEASE PRINT ALL INFORMATION Applicant: ~b We. 6Ba I (anf y-ae- . LL C, Company: Site: 7S-6 cusscx1<y Loge (Provide Detail Plot Plan of Lot) Lot No: l Application No: 2000?-4 Subdivision: Mui r ` rex-ne. PLEASE DO NOT MARK BELOW THIS LINE J ? No Violations/inspection Approved © Violati6ns/Disapproved IZ Approved For Conditional Occupancy d1. 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 V/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)) (Mainfine/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) t~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 SidewalkBikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: ,~~f l~jO~Opp L 1A1A~[.! at~(? rta~ir151~1~~G 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: 3--&J--OA Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP Inspecdon Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial ? Code Enforcement Residential 0" CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Sign ? Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name Project Address: i~ e " Contact Person: Contact Phone: YES NO 1) Appmved•-Landscape Plan & ROA YES NO 6) Sigwa$stalled as approved i/YES NO 2) Plans, Checklist & Permit on Site YES NO 7) P. aarr spaces., number & striped YES NO 3) Lighting-installed per plan YES NO 8) Handieap-$paces properly signed YES NO 4) Landscape installed per plan YES NO 9) Paddwislands 7 foot minimum YESNO P 5 Mechanicals screened per code YES a'90 ;10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspection Inspected By l 71a' COMMENTS C ( 7~ e, V Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 4104670 - Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE General Contractor: Bob Webb Homes Application No.: 07-200624 Job Address: 7883 Nassau Loop The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the Issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* Shepherd Excavating Q ->-to 4 CONCRETE* Scott & Son Concrete Inc. 06-3122 MASONRY STRUCTURAL* Brian Egan n! 03-2619 ELECTRICAL* Safeway Electric 0000277 p - DL PLUMBING* Jack Woods Plumbing 11600 OS. HVAC* Magnum Heating & Coolin LLC 06-5618 INSULATION Installed Building Products W o. 0000129 ROOFING* Clyde Jordan t-A P, 0001042 DRYWALL G.W. Gates & Company A 193800 SIDING SANITARY SEWER* Shepherd Excavating 26700 LANDSCAPING Oakland Nurse 27000 D D FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT THE TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. c ~ m o ~ r ~ w O c~ o CL LU tom- _ CL sA .0 O Q V C c c C A V m m _C m m p = d W= U C= a N C. 3 ~ =a c c3 c ca 0 3 m Al m 10°' c c CL U. U. a. U. ti d w w w ti O i. ,t a m . E v J C (L a ~ 11 o -w J. -Q m ~ r r C Q c c 3 mo 0 0 m e > m 0 c = v a~ 'Q m Q C V c A r L i v c a m r a cm c c E •00 c 3 m c o0- t co a o m a = 'E - 0 c m o OS o R'a o m m m o3 ~ o o i o m FL LL LLM U. ~O. a'W Wy ~a C9~ u. LL _ - _ ---tea •~T 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 C~ I PLEASE PRINT ALL INFORMATION Applicant: _ B~ ,Wl e. L6 ya t (an-f rae.. L LC Company: Site: '7R 83 N c.ssau Loop (Provide Detail Plot Plan of Lot) n/I Lot No: M Application No: '7-200(b24 Subdivision: r r ul r Gc-e.e ne_ t PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved W /Approved For Conditional Occur pancy 2/1. 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) X15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 16. Submit "As Built" Plot Plan Ov G((9(C8 ? 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: SOUAOXD rr ufa~~t~uoar no'fin5'~a~~ rl 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: 3 - ZI-o$ hie-Inspection: Approved ? Disapproved ? Conditional Inspector: Date: (0 Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP _ _05/28/2008 09:05 6148463393 BDM PAGE 01/02 BA UER, DAV1 DSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE. 814-846-3393 FAX: 614--846-4575 PLOT AND GRADING PLAN LOT NO. 1882 MUIRFIELD GREENE PLAT BOOK 71 CITY OF DUBLIN H PAGES 13 & 14 FRANKLIN COUNTY, OHIO June 8, 2006 Scale: 1 20' 171. l0' WIDE CRY OF DUBLIN SAN. EASE 0 s 62'49' W O.R. 05316HO4 (M CO) LOT = 16, 039± S. F a00' SA HOUSE = 2,543± S. F. 89615 •1 LOT COVERAGE 15.8-+1' f0'CASEMENT INV.-886.71 p cdc 11 ` M 2S' B1/m ,vo UNE 1882 ~ 7883 9.0 3.7 x g' a ,oi A SA a 41.67' h q 4 id F.F.=907.5 to.e.M906.3 4 o p B.F=89Z 8 E N 1 6 2.00' G.F.=904.6 :1 z LOT 1881 Z g F.G.=9015 4 a `g Cm -k 3' LOT 14. F.G =905905. .0 N vi 4,~ N 0 SUMP 6.92' 1.54'` Q 942 I j W 5.60 fn .00' M 3.0' 4 g PrOP' a,g pave 90~a LU CIO CL I OPE 5 20' BUILDING LINE q f O 4.8% , 903 01 lb ®22.8 Cb 20.00' 16.0' X a 9 e~ 23 9Q1 i c.1 903.1 2 09' . , . , 193 3 4 W v ~O * Elevotiori Per. Bob Webb Builders rb pbt In pad for OW fooof bOft dopo*-1' uee a,d is naf fa bs ea *L4@d as hmft lawn pmporod fW fhs owner or far U, aee ar ft sww for ay pwpa". REV., 5 7-16-07 11093-07 lw NO Man,~rra fbe! fbla W I= NOVA ft qnb B09 WEBB BUILDERS Of FTaod zm. a..,~em m d,. flees bamw . sulNp OftWN Cmmm Ref. 1157-06pg5 P&G Ram up aw ~IKLIN CO_ , Oda am wwwly DGC-fm AwW 39049M019J p,~ 3-16-04 HS SS/rm I.D. 102 H:\Dwg 08P&G\56508\5658dgc.dwg Order No. 565-08 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 BOB WEBB BALLANTRAE, LLC 7662 NORTH CENTRAL DRIVE LEWIS CENTER, OH 43035 June 23, 2008 RE: Conditional Occupancy Approval Nearing Expiration Application Number: 07-200624 Address: 7883 NASSAU LOOP Project Description: SQ FT 5398 Subdivision/Lot MUIR GREENE 1 #1882 Dear BOB WEBB BALLANTRAE, LLC: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval will expire on June 30, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final inspections, please call the Inspection Line (614-4104680) to schedule the final inspections immediately. Make sure that paperwork is on the jobsite prior to the inspection. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey Tyler Chief Building Official CITY OF DUB LAIN Division of Building Standard • 5800 Shier-Rings Read • Dublin,, Ohio 43016 Phone: (61+4) 4104WO - Inspection Line: (614) 410.4880 Application Dumber. Q~ " v b -,aj4 SURVEYOR BUILDING LOCATION AND FIRST FLOOR I+LEVATIQN CERTIFICATION FORM 1, the undersigned, do hereby certify the following location of building and elevgftn 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 fltst floor system, as per the approved prints, comply w Kh the site plan approved by the City of DubRn (in ruferSnce to the City of Dublin Codified Ordinai6et 005.02 (1)). S V=9 DAVIDSOX & MKORMa, ntC. Consulting Engineers.; Property Owner 0 1 C., iZ- 5 , Subdivision: OA Lot Number: v Address: vg's- t4 L ~J Approved Foundation Elevation . 06 ' Feet above mean Sea level. Actual Top of Foundation 906.3 Feet above mean son level. Professional ~~^(I` OF O i afore of Su or a Rt i 1 of 9ert S. Stover Professional 9urveror No. 7244 'A 244 t] Au met ; 14, 2047 R~ iso Thin form is to be onn"I Ohl .Prior` o the foundation Inspection and must be available on.site WRh the approved prints. nrdda E=w9wWgy DZN14 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE General Contractor: Bob Webb Homes Application No.: 07-200624 Job Address: 7883 Nassau Loop The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the Issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* Shepherd Excavating 26700 O1 ab ? CONCRETE* Scott & Son Concrete Inc. 06-3122 09 . 31a,a; MASONRY STRUCTURAL* Brian Egan 03-2619 r'I V\ ELECTRICAL* Safeway Electric 0000277 0q . a"1 "j PLUMBING* Jack Woods Plumbing 11600 o . HVAC* Magnum Heating & Cooling LLC 06-5618 (0 9 . INSULATION Installed Building Products 0000129 NIA ROOFING* Clyde Jordan 0001042 Nj f~ DRYWALL G.W. Gates & Company LLC 193800 nl k SIDING Nip, SANITARY SEWER* Shepherd Excavating 26700 O-4 . tp LANDSCAPING Oakland Nursery 27000 FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT THE TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. 2"`°: CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date ~~X1 l Application No. GPI APPLICATION FOR ELECTRICAL PERMIT Job Address mu f GtA w Parcel No Subdivision k1A.l r~'e-16 C9'rt_'e_h Lot No. V'~&A a Owner Nam~_l..?UYJ Qtl ~dtX S Telephone Contractor Name 2LZRA tIO A E=Aef+164:. (2:109 Telephone '?U Contractor Address 11-Is Lackbo1 Y ()H `'5J Dublin Registration No. 1"fi Residential: New Sq. Ft. S~yvg Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof mer 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or traction 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) UD Total $ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respells, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating nstruction, installation, repair and alteration, and may be revoked at any time upon violation of aof i ws. . Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200624 Date 9/21/07 Revision number . . . . . . . 2 Property Address . . . . . . 7883 NASSAU LOOP Parcel Number: 273-005241 Alternate Address: MUIR GREENE 1 #1882 Tenant nbr, name . . . . . . SQ FT 5398 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . BOB WEBB BUILDERS INC Contractor . . . . . . . . . BOB WEBB BALLANTRAE, LLC Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 220.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 20.0000 RES ELECTRICAL SERVICE 180.00 Special Notes and Comments Rear elevation of house shown at 898.4 which is shown on master grading plan as mininum basement elevation and basement elevation shown at 896.3. This elevation is 2.10 lower than approved grade plan. Calculate end of service elevation. Show elevations at desired locations to ensure sideyard slope less than 3:1. If grades are going to change from what is shown on master grading plan, then an approval letter from Design Engineer(BD&M) is required. Fee summary Charged Paid Credited Due Permit Fee Total 220.00 .00 .00 220.00 Plan Check Total .00 .00 .00 .00 Grand Total 220.00 .00 .00 220.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 ' Phone: (614) 410-4670 - Inspection Line: (614) 462-3865 (Franklin County) Application No. Q_q • 2_00(10 I Date 1111ew ?Remodel B esidential ?Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2--51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 1 1 $ B 3 Q556 U L01012 Parcel No. Subdivision/Project Name _ m u) r -A e f e e6i Lot No_ / X9 _ Owner's Name BaB we bb Telephone 7yU'$yS_S577 Contractor's Name JACK L o od 5 PI U M b i n a Op Telephone IV / y- 8 $a - C ?,700 Contractor's Address 13 0 C kkm e 1 V3691 Dublin Registration Number 017-1/ca Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what materials do the vent pipes consist? Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 3 a Number of remaining fixtures X $10.00 = $%%2 .D Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 90'-- Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories !D Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other 6A-R 511\)r-, 1 10 1 Garage Catch Basin Sewage Ejectors GRAND TOTAL 1,13 Division of Building Standards CITY OF DUBLIN ' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200624 Date 8/06/07 Revision number . . . . . . . 2 Property Address . . . . . . 7883 NASSAU LOOP Parcel Number: 273-005241 Alternate Address: MUIR GREENE 1 #1882 Tenant nbr, name . . . . SQ FT 5398 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . BOB WEBB BUILDERS INC Contractor . . . . . . . . . BOB WEBB BALLANTRAE, LLC Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 370.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 4/30/10 Qty Unit Charge Per Extension BASE FEE 50.00 32.00 10.0000 EA RES PLUMBING >1 FIXTURE 320.00 Special Notes and Comments Rear elevation of house shown at 898.4 which is shown on master grading plan as mininum basement elevation and basement elevation shown at 896.3. This elevation is 2.10 lower than approved grade plan. Calculate end of service elevation. Show elevations at desired locations to ensure sideyard slope less than 3:1. If grades are going to change from what is shown on master grading plan, then an approval letter from Design Engineer(BD&M) is required. Fee summary Charged Paid Credited Due Permit Fee Total 370.00 .00 .00 370.00 Plan Check Total .00 .00 .00 .00 Grand Total 370.00 .00 .00 370.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Lo-1 Application No. APPLICATION FOR ELECTRICAL PERMIT Parcel No. Job Address 045SW Lew Subdivision Lot No. I v~ Owner Name N J Telephone Contractor Namey(hk'r :LOL Telephone T 6t_V Contractor Address Dublin Registration No. 67-NM Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof o%er 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION e This permit is granted on the express oonditioon 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 Cod egulating constru ction, installation, repair and alteration, and may be revoked at any time upon violation of any prov' ns of said Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN ' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200624 Date 8/02/07 Revision number . . . . . . . 2 Property Address . . . . . . 7883 NASSAU LOOP Parcel Number: 273-005241 Alternate Address: MUIR GREENE 1 #1882 Tenant nbr, name . . . . . . SQ FT 5398 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . BOB WEBB BUILDERS INC Contractor . . . . . . . . . BOB WEBB BALLANTRAE, LLC Permit . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 .Issue Date . . . . Valuation . . 0 Expiration Date 1/29/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Rear elevation of house shown at 898.4 which is shown on master grading plan as mininum basement elevation and basement elevation shown at 896.3. This elevation is 2.10 lower than approved grade plan. Calculate end of service elevation. Show elevations at desired locations to ensure sideyard slope less than 3:1. If grades are going to change from what is shown on master grading plan, then an approval letter from Design Engineer(BD&M) is required. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. This pennUAQrm is provided by the Building Industry Association of Central Ohio as a public service. • t OR BUILDING PERMIT PLEASE N ARD - ALL FOUR COPIES MUST BE LEGIBLE THE Builders ADD O~ ISSUED IN OH UN TIJORITY OF: Zoning District Date y I r OcturR Dwellin or Bldg. Permit No. Q 200(02 0 Bexley tO Grgl~~ este ille 9 0 Columbus 0 Hilllar Ply iteh II Plan No. Addenda No. Dublin 0 New Albany 0 Worthington BUILDING LOT 0 Franklin Co. 0 Powell 0 Has deed for this lot been recorded? 0 YES 0 NO 0 Gahanna 0 Reynoldsburg 0 If answer is NO, approval of Planning Commission is necessary 0 Grove City 0 Upper Arlington 0 before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY/zIP OWNER'S NAME U/ F -4566-7-7 BLDR./CONTR. NAME K tIA L4 ARCH./ENG. NAME V~ V1 N L 2. Street and number location v o~ 0 Nuotmber Ie~s 1 A. gE W +si f NIP: 9~~i Private St. S . Ft. IX V B. t feet, N 4, m intersection of r/~ ~Y~ C~f~p~G M)ffl U nship_ Munici ality 3. Subdivision Nearest Major Intersection /A01 U~ /AV( • 4. County Auditor's Taxing District Parcel Noll ~5 0/,?5 a FEE SCHEDULE NIP cy ! l A. TYPE OF IMPROVEMENT NON-RESIDENTIAL Alter./Add. New Building 0 Repair, replacement 0 Church or religious 0 Swimming Pool pan Exam. Addition-Alteration 0 Industrial 0 Parking Garage 0 Office, Bank aLl 0 Other 0 Accessory Garage 0 School 0 Public Works - B. OWNERSHIP E. Other TOTAL 5 3 Private ~ Public (Federal, State, E. PRINCIPAL TYPE OF FRAME BUILDING CONTAINS 0 Non-Profit Local) 0 Masonry (wall bearing) 0 Structural Steel Gross Sq. Ft. C. COST (Omit Cents) $ 0 .00 Wood Frame 0 Reinforced concrete LivingArea D. TYPE OF USE 0 Other Sq. Ft. RESIDENTIAL F. HEATING TYPE OF VL One family 13 Two family [3 Three family Gas 13 Electricity Garage 0 Four or more family. 0 Other BUILDING DIMENSIONS 0 Accessory Garage 17 Swimming Pool G. TYPE 0 Other ublic Sewer 0 Private system Total No. of Bedrooms: H. TYPEDEWMER SUPPLY blic O Private (well, cistem) Bathrooms: u R Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, drawings and specifications are to the best of their knowledge, true and correct. Application by Address Owner's or Agent's Signature _ _ _ _ _ _DO NOT WRIT ELOW_THIS LINE (Office Use) _ Plan Examiner's Approval: ate Zoning A Date Issuing Authorities pploval: Date Signature Signature ~Sl anature f+`lp DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy (REV.B ) CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200624 Date 7/23/07 Revision number . . . . . . . 2 Property Address . . . . . . 7883 NASSAU LOOP Parcel Number: 273-005241 Alternate Address: MUIR GREENE 1 #1882 Tenant nbr, name . . . . . . SQ FT 5398 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . BOB WEBB BUILDERS INC Contractor . . . . . . . . . BOB WEBB BALLANTRAE, LLC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 00.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 1/19/08 Qty Unit Charge Per Extension BASE FEE 140.00 9.00 40.0000 RES BLDG PLAN REVIEW 360.00 Permit RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 230.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/19/08 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 20.0000 RES HVAC 180.00 Permit LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date 1/19/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-4104680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION t' PLEASE PRINT ALL INFORMATION Applicant: O We-8 61 4L4 Company: Site: 1%%-3 %%3 JN a_&~" (Provide Detail Plot Plan of Lot) Lot No: 8 Application No: d1 - 2(aC)(oZY Subdivision: 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 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 m Application No._ a-- ~Q o ° Date Reviewed Li 21~ /_01_ ~ Cr 0 U w Plan Reviewer's Comments & Notes Reviewed By E Z m a a w v a Approved Disapproved 0 a z a m c ~ OBBC Model Energy Code EC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max riser 10" min. treads and 6 8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 lt4 Schedules Required on Plans, houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation 1318" s. c. or 20 min. door and 5/8" gyp. Bd. Type x" on all common walls per City Ordinance 5.7 sq. ft. (24" net hgt. 20" net width) max. window still R310 Bedroom Emergency Egress hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Boors Bath 24x 6'8' habitable space 216x 68 (min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type -X- R313 Smoke Detector Locations Bsmt./hallway/bedmoms wired to prime electric/battery pack - uplinterconnected 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 @ 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 Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 112" for wood & steeU 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200624 Date 7/23/07 Revision number . . . . . . . 2 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/19/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Rear elevation of house shown at 898.4 which is shown on master grading plan as mininum basement elevation and basement elevation shown at 896.3. This elevation is 2.10 lower than approved grade plan. Calculate end of service elevation. Show elevations at desired locations to ensure sideyard slope less than 3:1. If grades are going to change from what is shown on master grading plan, then an approval letter from Design Engineer(BD&M) is required. Other Fees . . . . . . . . . RES BLDG INSPECTION 510.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2530.00 .00 .00 2530.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5704.00 .00 .00 5704.00 Grand Total 8234.00 .00 .00 8234.00 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. Date: September 29, 2004 Case No.: 0405 A754A LOMA_OAS Federal Emergency Management Agency Washington, D.C. 20472 ~xn s~ LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (OUT AS SHOWN) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) DETERMINATION TABLE (CONTINUED) OUTCOME 1% ANNUAL LOWEST LOWEST WK4T IS CHANCE ADJACENT LOT BLOCK/ OUTSIDE OF FLOOD FLOOD GRADE ELEVATION LOT SECTION SUBDIVISION STREET THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (HGVD 1880 _ Muirfield Greene 7875 Nassau Loop Property X(unshaded) 898.2 feet 903.3 feet _ 1881 _ Muirileld Greene 7879 Nassau Loop Property X (unshaded) 897.7 feet 903.5 feet _ 1882 _ Muirfieid Greene 7883 Nassau Loop Property X(unshaded) 896.8 feet 903.8 feet _ This attachment provides additional Information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304-6439. Doug Bellomo, P.E., CFM, Acting Chief Hazard Identification Section, Mitigation Division Emergency Preparedness and Response Directorate Version 1.3.3 1029299.1 LOMA-ML05023A754 Muirfield Design Control Committee April 20, 2007 Mr. Bob Webb Bob Webb Homes Co., Inc. 7662 N. Central Dr. Lewis Center, OH 43035 Re: Lot # 1882; 7883 Nassau Loop Dear Mr. Webb: Thank you for supplying the information needed to complete the review of this home. The house plans are now approved for construction. Landscape plans must be submitted for approval no later than six (6) months from the date of this letter. You are encouraged to use trash enclosures during construction, as you will be held responsible for debris that escapes your construction site. These plans are approved without a deck. Deck plans may be submitted separately or as part of the landscape plan. In either case, approval is required prior to construction. No deviation from the approved plan will be allowed unless you have our approval in writing. Sincerely, Walter Zeher Muirfield Design Control Committee Muirfield Association Inc.. 8372 Muirfield Drive . Dublin, Ohio 43017 614/889-0922 zaaG~y Permit Number REScheck Compliance Certificate Checked By/Date 2003 IECC REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\7883mg.rck PROJECT TITLE: Inverness CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.11 DATE: 04/09/07 DATE OF PLANS: 4/05/2007 PROJECT DESCRIPTION: 7883 Nassau Loop Lot # 1882, Muirfield Greene Dublin, OH 43017 DESIGNER/CONTRACTOR: Bob Webb V, LLC 7662 North Central Drive Lewis Center, OH 43035 COMPLIANCE: Passes Maximum UA = 576 Your Home UA = 472 18.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter -V lu R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 886 35.0 0.0 28 Ceiling 2: Cathedral Ceiling (no attic) 1006 30.0 0.0 34 Wall 1: Wood Frame, 16" o.c. 1842 13.0 0.5 124 Window 1: Wood Frame:Double Pane with Low-E 291 0.340 99 Door 1: Solid 24 0.140 3 Door 2: Solid 18 0.140 3 Wall 2: Wood Frame, 16" o.c. 696 19.0 0.5 42 Basement Wall 1: Solid Concrete or Masonry 934 0.0 5.0 87 Wall height: 8.7' Depth below grade: 7.4' Insulation depth: 7.4' Floor 1: All-Wood Joist/Truss:Over Outside Air 40 19.0 0.0 2 Floor 2: Slab-On-Grade:Unheated 61 2.0 50 Insulation depth: 4.0' Furnace 1: Forced Hot Air, 90 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requiremen isted ' the checkInspection Checklist. Builder/Designer Date O~ REScheck Inspection Checklist 2003 IECC REScheckSoftware Version 3.6 Release 1 DATE: 04/09/07 PROJECT TITLE: Inverness Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-35.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity + R-0.5 continuous insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.7' ht/7.4' bg/7.4' 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: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.140 Comments: [ ] 2. Door 2: Solid, U-factor: 0.140 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Outside Air, R-19.0 cavity insulation Comments: [ ] 2. Floor 2: Slab-On-Grade:Unheated, 4.0' insulation depth, R-2.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. 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. Heating and Cooling Equipment: [ ] 1. 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 warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8: [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] Where exterior walls are used as plenums, the wall must be insulated to R-8. Insulation is not required on return ducts in basements. Duct Construction: [ ] Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. 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. 07/31/2007 10:36 FAX 614 895 1171 GEOTECHNICAL V1002/003 Main Office 720 Greencrc?st Drive GEOTECHNICAL westervi?ie, Ohio 43081-2837 614,895.1400 CONSULTANTS Fax: 614.895.1171 ' ' N C . www,gc;i2000.c0m July 31, 2007 Mr. Elton Yutzy Bob Webb 7662 North Central Drive Lewis Center, Ohio 43035 Reference: Foundation Soil Observations Lot 1882-7883 Nassau Loop Muirfield Greene Development Dublin, Ohio GC1 Project No. 8509 Dear Mr. Yutzy: As requested and authorized, a Geotechnical Consultants, Inc. (GC1) representative reported to the above referenced house on July 30, 2007 to observe foundation soils at design grade, Construction consists of a wood-framed structure with poured concrete foundation walls. Approximately three-fourths of the basement was excavated prior to our arrival. Sidewall pbservations indicated a profile of approximately 4 to 6 feet of existing fill underlain by 2 to 3 feet of natural stained brown clayey silt. This house is designed to have a "walk-out" basement. The "walk-out" footing encountered natural brown to brown mottled gray lean clay with limestoaner cobbles at design footing grade. Based on past experience with adjacent lots, the lean -,clay eventually grades to a saturated silty sand and gravel. Water seepage in the "walk-out» "footing was measured to be about 3 to 4 inches deep. The water seepage may stabilize near the level of the creek located along the rear property boundary. GCI does not have documentation pertaining to the till placement. This lot appears to be the last vacant lot in the development and the development appears to be "established" with older, homes. We do not know how long ago this 'fill was placed. Probing of the existing fill at desig n bearing grade towards the front of the basement using a 0.5-inch diameter metal rod indicated firm and stable conditions. The existing; fill consisted of "clean" brown lean clay and appeared to have been compacted when placed. The fill transilioned into the stained layer within 30 feet of the rear, "walk-out" wall footing. It appeared the top of the stained layer that consisted of "friable" soil (topsoil) and root mat was removed from the wall footing excavations by design. The topsoil layer was more prominent in the rear portion of the basement and appeared to be "stripped" prior to fill; placement towards the front of the basement. Based on our site discussion, front porch wall footings will-be extended to basement grade. It appears garage wall footings will bear in 3 to 4 feet of existing fill. Probing of the natural soils at design beating grade using a 0.5-inch diameter metal rod generally indicated firm and stable conditions. Several, isolated questionable areas were encountered during probing. B(anch Offices Youngstown Office 8433 South Avenue - Bldg, 1, Suite 1 - Boardman, Ohio 44614 (330) 965 1400 - Fax (330) 965-1410 Charlotte Offine 901 Sam Newell Road • Suite E • maiihews, N(7 28105 (70n) 708-4250 - Fax (704) 708-4315 07/31/2007 10:36 FAY 614 895 1171 GEOTECHNICAL 19003/003 2 To continue with construction, GO discussed two options with regards ;to the perceived "undocumented" fill. The first was to perform undercuts through existing fill to natural, stable soil. This option probably would affect the garage wall footings only. The second option was to not perform undercuts and install a minimum of two #5 steel reinforcing bars in all wall footings; also in part due to isolated areas of softened, natural bearing soil. This option involves more inherent risk to the builder because of the perceived "undocumented" fill. The second option was chosen. during our visit. Site plans indicated interior column footings (mats) are designed with the installation of re-steel. We also understand the poured concrete basement foundation walls have horizontal wall re-steel installed by design. The re-steel should be placed near the top (1' from top of wall) and bottom (1' from top of footing) portions of the wall to help create a "grade-beam'.` effect " a precautionary measure, if not already designed. The garage stem walls should also have top and bottom re-steel installed prior to concrete placement as a precautionary measure. GCI suggests tl..),e floor slabs be designed to "floaf' independently of foundations and wall elements as a precautionary measure. If you should have any questions regarding this matter, please call our office. Respectfully Submitted, GEOTECHNICAL CONSULTANTS, INC. 61 .0P 0 David S_ DeLong, E.I. ' .51 . Staff Engineer JAMES E. = ~ • R JAMES OCK : O E-51 a61 • W ames E. Rosebrock, P.E. "'1/1, L 0 In-House Reviewer ////loll l l tWO \ Distribution: Bob Webb -1 copy mailed and faxed to #740-549-6113 Shepherd Excavating -1 copy faxed #889-6680 GO file -1 copy 07/31/2007 10:36 FAX 614 895 1171 GEOTECHNICAL.- „ 4001/003 GEOTECHNICAL (CONSULTANTS INC._ E Lm w yu-ry Y 41 - ~ i 13 To: Fax: 6 1 4.. x0a W Company: From: ~v [ D ~Lo AI c=f Date: j o-7 Re: Lc Tr ee Z ` NA 6q pages: 2j (including this page) CC: ? Urgent For Review ? Please Comment ? Please Reply -r%s message is intended only for the use of the inci'viduags) or a-AV to which it is adAtessed and. may contain kdbrm.^don that is pdvileged, mnfidcatid artd exempt fiom disclosure undrr appli©ble law. If the ia+dcr of ttte mmuge is not fhe infrndcd rer5piestt, or etnPloyee or agent rCSP=_ le for deli Edn9 the message to the intended recipieM you sae hereby notified that any diss=nation, distribudoo or wpying of this aomnwnic Lion is strictly ptc"bite& if you have aadvrd this message in taut, please notify m immedietrly by d- Wepbane number provided below, and reton the sent mesh (o us by,ft United States Postal Sevim in a= of the below address. II these are any prnblerns with our fw_4g 7e OmmAnjam, pin= tdephonc us at the betaw &Wtedeotow =nber. 720 GREENCREST DRIVE • WESTERVILLE, OHIO 43081-4902 • 614-89&1400 • FAX 614-895-1171 kr_ CITY OF DUBLIN Division of Building Standards a 5800 Shier4tings Road* Dublin, Ohio 4301s Phone: (614) 410.4670 * Inspection Una: (694) 4104M Revision A.pphcation RECEIVE Nov 19 2007 Revision Fee $ f4v, r GILDING pIVISIpN V-1, CITY OF DUBLIN Application Number Of)- 2b0(oaC1 . Address -2 . •~,~S gv c~~ Reason for Revision y~- -**Note: -AU revisions must be clear .hi~~ted or clouded on all the revised plans and plot plans.** Contact Name a Contact Phone Number ~7 ~t~ Syi36aY For ores we Daly Revision is to be reviewed by: Building Division Manning/Zoning umsion • Engineering Division - _ Mim.Revision Minor Revision Supplemsmal Information Updated 8-" Federal Emergency Management Agency a4 Washington, D.C_ 20472 lgND SEA September 29, 2004 MR. TOM BROWN CASE NO.: 04-05-A754A 7662 N. CENTRAL DRIVE R E C E I V E ~COMMUMTY CITY OF DUBLIN, FRANKLIN COUNTY, OHIO LEWIS CENTER, OH 43035 OCT 0 7 2004 COI RAUNITYNO.: 390673 BUILDING DIVISION DEAR MIL BROWN: CITY OF DUBLIN This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304-6439. Sincerely, Doug Bellomo, P.E., CFM, Acting Chief Hazard Identification Section, Mitigation Division Emergency Preparedness and Response Directorate LIST OF ENCLOSURES: LOMA OAS DETERMINATION DOCUMENT (OUT AS SHOWN) cc: State/Commonwealth NFIP Coordinator Community Map Repository Page`1 of 2 Date: September 29, 2004 Case No.: 0405-A754A LOMA-OAS Federal Emergency Management Agency Washington, D.C. 20472 lgtvn s LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (OUT AS SHOWN) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION CITY OF DUBLIN, FRANKLIN COUNTY, Lots 1879 through 1882, Muirfield Green, as shown on the Plat recorded in COMMUNITY OHIO Book 71, Pages 13 and 14, in the Office of the Recorder, Franklin County, Ohio. COMMUNITY NO.. 390673 NUMBER: 3904900019) AFFECTED NAME: FRANKLIN COUNTY, OHIO AND MAP PANEL INCORPORATED AREAS DATE: 03M 6(2004 FLOODING SOURCE: NORTH FORK INDIAN RUN APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 40.128,-83.146 SOURCE OF LAT & LONG: PRECISION MAPPING STREETS 4.0 DATUM: NAD 83 DETERMINATION OUTCOME 1% ANNUAL LOWEST LOWEST LOT BLOCK/ WHAT IS CHANCE ADJACENT LOT SECTION SUBDIVISION STREET OUTSIDE OF FLOOD FLOOD GRADE ELEVATION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) 1879 _ Muirfield Greene 7871 Nassau Loop Property X (unshaded) 898.4 feet 903.5 feet Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) DETERMINATION TABLE (CONTINUED) -tom Doug Bellomo, P.E., CFM, Acting Chief Hazard Identification Section, Mitigation Division Emergency Preparedness and Response Directorate Version 1.3.3 1029299.1LOMA-ML05023A754 • Pays 2 of 2 Date; September 29, 2004 Case No.: 0405-A754A - LOMA-OAS _ OgCARTjfF Federal Emergency Management Agency i Washington, D.C. 20472 ~F 9ND Se LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (OUT AS SHOWN) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) DETERMINATION TABLE (CONTINUED) OUTCOME ANNUAL TELEVATION T LOWEST BLOCIV 'SPAT IS CHANCE NT LOT LOT SUBDIVISION STREET OUTSIDE OF FLOOD FLOOD E SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) 9) 1880 _ Muirfield Greene 7875 Nassau Loop Property X (unshaded) 898.2 feet 903.3 feat 1881 _ Muirfield Greene 7879 Nassau Loop Property X (unshaded) 897.7 feat 903.5 feet 1882 _ Muirfield Greene 7883 Nassau Loop Property X (unshaded) 896.8 feet 903.8 feet This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304-6439. L Doug Beliomo, P.E., CFM, Acting Chief Hazard Identification Section, Mitigation Division Emergency Preparedness and Response Directorate Version 1.3.3 1029299. 1 LOMA-ML05023A754 L Federal Emergency Management Agency ~gNb stic•~ Washington, D.C. 20472 ADDITIONAL INFORMATION REGARDING LETTERS OF MAP AMENDMENT When making determinations on requests for Letters of Map Amendment (LOMAs ,the Fed Emergency Management Agency (FEMA) bases its determination on the flood hazard information available at the time of the determination. Flood conditions may c generated that would supersede FEMA's determination When ne or new information may be ecessary community by letter about superseded determinations.' FEMA will inform the Removal of a property (parcel of land or structure) from the Special flood insurance is required by law in connection with certain federaltyl~Hazard Area (SFHA), where ansmeans that FEMA has determined that the property is not subject to inundation by the base I-Percea~amual not mean the property is not subject to other flood hazards. t- i hance) flood This A LOMA removes the Federal requirement for the lender to require, fl insurance affected Property. It is not a waiver of a lender's condition that the o°p coverage for the insurance coverage for the property. Only the lender can waive the flood insurance maintain flood Purchase because the lender imposed the requirement. The property owner must request and requirement, waiver from the lender before canceling the policy. The lender maY determine receives written decision, that it wishes to continue the flood insurance requirement to protect its financial risk on the loan. Tf a lender releases a property owner from the flood ' - insurance to-cancel the policy and seek a refund, the national Flood Insurance ment, and F the P owner decides premium paid for the current Program ~fl') will refund the during the current the c policy Year, provided that no claim is pending or has been paid on the. policy Policy Year. The property owner must provide a written waiver of the insurance requirement from the lender to the property insurance agent or company servicing the policy. company will then process the refund request. The agent or Please note that your risk of flooding has not been eliminat ~ only reduced. The property could be inundated by a flood with a magnitude the effective NFIP map. greater than the base flood or by localized flooding not shown on Therefore, canceling or not renewing your flood insurance policy could have disastrous con leaving you with no insurance protection from future flood losses. There's a big differencebetween ences having to buy flood insurance because the law says you must and choosing to keep your flood insurance because it is in your best interest to do so. Floods occur, with all too tragic frequency, in areas of moderate or minimal flood risk. In fact, about 25 percent of all flood-insurance claims occur in these areas - outside the higher-risk designated A and V zones. Tropical Storm Allison (2001), Hurricane Floyd (1999), Hurricane Fran (1997), and the Great Midwest Flood (1993) all caused major flood damage beyond SFHAs where property owners must buy flood insurance. That's why FEMA encourages you to keep your flood insurance coverage, even if you are no longer required to do so by law. The good news is that you now may be eligible to pay much less for your flood insurance covers Contact your insurance agent to discuss the pricing benefits you may enjoy as a result c this map action, action. The LOMA Provide-- FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A. LOMA is not a building permit, nor should it be construed as such. LWAMC-1 0&%S4 BAUER, DAVI DSON & : MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE. 614-846-3393 FAX. 614-846-4575 PLOT AND GRADING PLAN LOT NO. 1882 MUIRFIELD GREENE PLAT BOOK 71 CITY OF DUBLIN N PAGES 13 & 14 FRANKLIN COUNTY, OHIO June 8, 2006 Scale: 1 20' EX. 10' WIDE CITY OF DUBLIN . S 83-524 9" LOT = 16,039± S. F. F W 70.00' / . S9 HOUSE = 2,543± S. F. 896.15 LOT COVERAGE = 15.8±q' % 10' E4SN o Y 25 ' BUlL0180 s * ~E tl, s th mot c X w. 0 5.6' 41.6 m _ W x Cr °o, ~ N a w v F.F.=907.5 n Q TO.B.=906.3 ° Z a s o 0 B.F.=897.8 2.00• G.F.=904.6 1'r1 rn $ ® LOT 1881 c w F.G.=903.5. ©~~o LOT 1883 in M 14.75 Cal F.G.=905.0 cv N 0 SUMP 6.92 0 54' + 0 h gp2 k O Z IS 2.00 ST. 5.6' cn • 3.0' n7 ~ p j x" PrQP- s ~ Drive gpZa C, tq SLOPE 3 5 20' BUILDING LINE ° 4.8% gp 2mo M ® 22.8- ~ gOXZ 90 ti + •o S e / 20.00' V a 16.0' ENGINEERINGCONMIANC E o r a City of Dublin APPROVED AS NOTED miAm . 2.09, PP I'~ 4 O ~i ' . ~ Q gp3 97 3 4. a ~60~ o BIB O' o ® Vo ~o W c fw / *Elevation Per. Bob Webb Builders PS o ~N ' This plot Is prepared for the local buRding department's use and Is not to be construed as having been prepared for the owner or for the use of the owner for any purpose. Pared Na. w. now dsh"nk ed that ft bt In WUM the 97ft BOB WEBB BUILDERS REV.1 $ 7-16-07 11093-07 of Fbod Zane X_ a dawn on the Food trwmm SURYD DRAWN CHtxiC~ Rate Map for -FRANKLIN CO. +db, SS SM Pond mm*w 39049000 191 tmattre note 3-16-0¢ ' I.D. 125 H.\DWG 06p&g\ 115706\ 11576PG5 DWG Order No. 1157-06 - .y 77 Y i 1 ~ Y 12 a ' p p L-n - 4 o Q o W- pr- t~- 3 - ~7 3/4 MAX. RISE 1y 10 MIN RUN c PER CITY OF DUBLIN 1HANDRAItS AND GUARDS -43 Y ~t TO MEET SECTIONS i~a a` R311 AND R312 RESIDENTIAL CODE OF OHIO , zo c, ~0 114 3, JA 1Ji V n _ - ii. L4d - ~ ON R ~hY•...L \ 1 ~S ~~__'~-..ter-~~ ~~~+JJ~ .1~ \\5\ ! ` ~ ~ ~ ~ ~ 0 o0~ C ~p n In t1~ i 1 :rwr / I • - A „ N y i 4 t - 1` ~ - ` T i ~ ~ ~ 1 O s ~ Lc_r LIL f ~ n : I 1 / - 1 I{ I t~ NI Oi' 1 / 1 P a ~~N IQ's z~ - s C~ .ro..w PERMIT NUMBER: CITY OF DUBLIN ~A 07- 2c~o ro DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECELIST Subdivision: Lot Number: 1982 Reviewer: Address: Date: X8$3 01•/ 12 ITEM . DESCRIPTION YES NO NSA 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 Aro existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading .field verified? If Yes, proceed with review. If No, request field verification, ? 4 Additional spot grades,are shown on driveway and at the rear edge of the pedestrian path, 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path, 6 The driveway slope is less than 8,0%, 7 Driveway width is less than 26 feet at.tho 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. 1 I First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified), 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. ? 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. ? 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled, 21 Tree lawn size is shown and labeled as 7 feet. ? 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number; ,,~9Q y 9CQ0193 _ Effective Date; 0 3 • l 0 • ( A 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_reeorded Final Plat w 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scalo.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: iAPPROVED 0 DISAPPROVED 0 Expedited Second Review If this Sits plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards, 1/17/2007 N,\Engineering\POUCY\ENGPOL 019,doo BAUER, DAVI DSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE. 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT NO. 1882 MUIRFIELD GREENE PLAT BOOK 71 ? CITY OF DUBLIN o/ N PAGES 13 & 14 FRANKLIN COUNTY, OHIO June 8, 2006 Scale: 1 " = 20' ? EX. 10' WIDE CITY 96.0 OF DUBLIN SAN. EASE. S 83, J ? O.R. 053161404 (FRA. CO.) LOT = 16,039± S. F. 52 49 W 70 00' / Ex. sa HOUSE = 2,543± S. F. 896.15 - -'i ~ 97.0 LOT COVERAGE = 15.8±7 can ~ . 10' ~SEMENT ~ EX. / INV.-886.7± J 00 o V/ I ? 25' BU/LD NG L/ NE o 98.5 \ 1882 ? 7883 , 3.7 a 9.0 3 900.6 CANTILEVER 897.6 ? 42 o 5.6 41.67' ° W a o F.F.=907.5 0' o o a TO.B.=906.3/ o R a J oo B.F.=897.8 o G.F.=904.6, cn o n 2.00 E LOT 1881 0 $ F.G.=903.5g~3 w = 3 ON 56.3' o 812, LOT 1883 N ) 14.75 z 'v F.G. =905.0 `t; 90 .6 ENGINEERING COMFIIANCE y e m 5 -2 o SUMP 6.92 1.54 0 4 902 City of Dublin N 3.0A PROVED AS NOTED 6 at V 2.00 ' ° 5.6 EPPo4•19•a~ spa x n PrOP' :y o.9 prive 9028 oho M m n o o SLOPE 903 20' BUILDING LINE y? E ao~ o-~ ° ~rn 4.87 , a° M 22.8 X y M ® ` Z z 904 2 90 go3 v/1 HEREBY CERTIFY THAT THE GRADE ELEVATIONS SHOWN ON a o = a 20.00 16.0' oeta,m ° z ` 4 6 THIS PLOT PLAN ARE THE o~a° 90 N w 3 0 !JSULT OF AN "AS BUIL" SURVEY g> m -o -n 9 PERFORMED ON o O ' y 90 2.0 ? 3 ~n~ J ~g3J v < -t O 3 4 R BUILDER SIGNATURE -DATE id M M Ph. h ~ waE ~~6040 0_, 6~0 ~O, W Elevation Per. Bob Webb Builders ~ P55 °i This plot is prepared for the local building department's use and is not to be construed as having been prepared for the owner or for the use of the owner for any purpose. z Parcel No. We have determined that this lot ties within the Emits 130B WEBB BUILDERS REV.# 5 7-16-07 11093-07 of Flood Zone " as shown on the Flood Insurance SURYD DRAWN CHECKED Rate Mop for FRANKLIN CO. ohio. community SS SM Pone I Number 39049C0019J~~feeuve Bate J-16-0.4 ? I. D. 125 H. \DWG 06p&g\ 115706\ 11576PG5.DWG Order No. 1157-06 -v ~o \ \ C-9 \ 5 ~t•roaac 91 \ ~ h \ Qo~p 0~ /ZI! / '4'o y O G/'OUnd p~ Laf Corder /rxll~dl``e~S!'~ir~f%ck) Cf~' JrUFri oCG` ~~p{1,. Max, ~rdg,cine Etev, of Drrv~ ' 13reok MtM, Basemek7 Efev, are Gor' Life c, ~D4,0 9z6. ~ Z 92G.¢ 9Q~ . J• C©~7f~u!' ~QUF7ptj7rid/~ -Sbs' ~99 r - C'Ok t Zor ate ~ ~ 9 4a 1 \ 6 ' 9G 8 17 ~ 944? 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R vENTILAtiON gWALL BE 1 iN TWE UPPER PORTION OF ATT1e NT1LATORg Arm iNgtaLL~D u 1892 ~ . PROVIDING TWAT YE TWIg PROJECT t0 MEET TWE ti AREA ¦ 2501 SF IN TWE CONSTITION arr #O 1~Efrt tWE YALUE9 OF ~ $P~,iCE FINE FIP~, F{R9# FLOOR 1013 ~ 6ECOND FLOOi~ 2g05 $F ~ U ATTIC gQUAi~E ALL NO=W LUMF3ER UgEp ¦ 115 PSIS E' 130~~0 bal l 1(~00~ Fv.10 PSI, Fc TOtAL 8G3WA FE;Et ~ ell Z5s~1 x ,0r~34 Fb. 816 AREA n T 1.188 $F) x NUMBER ~ ~i ~N N PER 4" x fb gOFFiT W>~N v ~ gQUARE AiQEA VENTlLAT10 46 , 8b4 VENTS u ~ ~ gpPRQVED PtAN5 MUST 8E ON SITE X ~ rt?OftAI:L1NSF~.C7!(~S. ' ~ THESE DRAWINGS HAVE BEEN REVIEWED FOR AND SHALL COMPLY WITH THE 2004 EDITION OF THE RESIDENTIAL CODE OF OHIO ` ~ i I r®vi~i~: L 8" POURED CONCRETE WALLS TO APRIi. 5,1'1 ~I HAVE 1'-4" x THIGG POURED CONCRETE TINUOUS SPREAD FODTINC~. 2. SEE'ATTAGHED SHEET FOR ' FOUNDATION REfNFORG9NCs. ~AI.L CONCRETE LINTELS t0 HAVE 11N BEARINCs EAG-I END. ALL WOOD IN CONTACT WITH ANY 4SO~IRY SURFACE TO HAVE SILL ~ S11R BARRIER '(1,411 5. ~FER TO TJI'fSERiES 114 AND/OR 234) FLOOR LAYOUT DRAWINCss. ~ 6. THE LOCATION OF ANY MECHANICAL 2.1'-4„ lgi-0" COMPONENTS (MECHANICAL I EQUI~IENT, PLUMBINCs EQUIPMENT, 321,411 2'1'-2 TELEPHONE OUTLETS, bIUITCI-i1:6, DEVICES, FIXNRES, PANELS, AND IS'-®" ~u 6" SERVICE) SHOIt~I ON PLANS AFB 0 QII 1~1-/J111 21-~11 S 66II Y/ FOR APPROXIMATE LOCATIONS ONLY. THE ACIUAL LOCATION IS TO' BE DETERMINED BY LOCAI. AND NATIONAL CODES, PHYSICAL LIMITATIONS, UTILITY COMPANY REQUIITS, AND PERIODIC ~ MODIFICATIONS. ~ ~ ~ I _ ; GALV MI=TA1. Als^Ep G ~3 -11= REt~,iIRED r METAL AREAWAY CONCRETE WALL ~C ~ ;4 IEQUIRED . ~ _ _ _ r ~ ~ , , ~ Q ~ - 96K iA ~ / / r 1 iv ` SUh1 ~ 1 /%i'~,/~i i ~ ~ ~ ~r / % ii L ~ I t ~ ROllCxr-I IN R4DON VETIT TJ{- SEE LAYOUT i . TJI- SEE LAYOUt Z _ ~ ~ ~ i ~ ~ CONCRETE LINTELS SH " T - A T c vats U X a BEAR 8 MIN. EACH END i is'-il" D CONCRETE &LA13 13`-4" I~ ~ ~ tU/ bcrlf~-Im UAJ~ - ON ~ i~ ~ f?DUCsN IN 1~l.L ~ ~ SLOPE STOUTARD BATH- VENTS VENT THRU I ~ ~ " ~ w i OVERHEAD R- t DRAINv ONLY SEE DETAIL I SIDS WALL ~ ~ ~ ® i ~ ~ ~ 111 J'_~11 31 q u P-~ M :p ~ fir- 3 ~ II J DOIU~I 17 OIT 6L~ 111 9~ PL O RAIN ~ ~ L , ® ~ FUIWIAG>: ~ ~ 4" POJ~RED CONCRETE 6LAB OVERHEAD DOOR ~ aV 4" C~ ~ ~ 1 -i T x ~Q _ f J .r119,~A-. " HICsH POURED n ~ a . WALL ~ ~ ~ ~ _ OIV c~ MIL v ' a f ~ K. BARRIER ON,4VEL ~ ~ d~sigll draf~, ~ in ' i' technology, ir,~ I ` 11 4 art ~ Floor d~sta~~ ~ ~ ~ ~40.96~ato~~4 9 9 1 CJ I r, ~ I 3/8 -1 41-~11 21.m11 = ~ - i 1'-4" n ~ ~ ~ - ~ 4~ ~ a° ~ ~ ~ ~ r ~ 1, n 1 ' _ li! w ~ ~ ~ 1 ~ ~ ~ - - CANTILEVER V ; ANTILEYER A~04~ 1 v= ~ ~ ~I ~A ~ ~ I t0 _ ~ , ~ ~ ~ ~ ~ ~ ~ ~ L.. - ~ o~ V z x~ i n i I ~ v ~I --1Sv m 1 ~I m 5 in f ~ F311~0LLS I ~ i LITE ~ _ I v ~ r~l- ~ LAYa Jl- SEE LAYOUT I TJI- SEE LAYOUT TJI' SEE LAYOUT ~ = r V ~tr 101_11 12 -S 1 ~ ~(~t 0. ~ r R"" L_. i ~ ~ ~ _ ~ - L / ~ 6 S coNC~TE WALL ~ C:AI.V METAL AREAWAY ~ , -IF REQUIRED ~il is --i~ All l H 91.211 I'•10" ib'-2° 2'-11° 411 1.411 2l_QII 2 -3 321,4,1 31-411 2l-~ ,311 '4. ~ Q~ ~ ~@ A, ~ ; ~QI-A11 BRICK 1~1~iEER Dour11'-~° ~ ~ ~ m f~AC ~VCf~KSHA~.~~iNS6 A91 aoo~ ~cQ ffV ACC4RDANCEWiTi~~....1...~ ~P ~g - AI~Ci~}R SSRAP ~ ACT I~ n OF Dt~~~ ' ' ~ ~ c~ { ~DINGtAO~. P~So P~SRM~~D ~ ~ I~ C4 FOOTINGS WITH REINFORCING ~oooo SHALL COMPLY WITH SECTION ' , p pop 8A5~t'~NT,I,{ALL ~ ~ 250.50 OFTHE 2005 NEC. 00000 ~ ~ " F GRADE i~ ~ 0 D ~11iTE~ a ~NO€~ ANCFIOR 80LTS PER BU1LD1hG CODE ORANCHOR ' 0°9°°~'-~, DR~`°fNiNCx C~R~41~L SILL ~ X ~ ' DnGpG ~ ~ MIN ABOVE POOTINCs ~ . o°opG S~'RAPS APPROVED BY YNE CITY OF Dt~BLiN. ~ . TED s~ TREA URE E PR DOD00 - _ ' p0p0p . 00000 D G O ~GOD00~~ 00 0 06 ~ 000 ~D ~ o D 3"~ 1'~VC PIPE THRU POOTINC~ FOOTING DRAIN TO 9UMF' P1T 2- '~5 REBAR A'-®" L01~s 1 CENTRED UNDER 3"~ PIKE A ~I ~~I ~ A ~ ~u A ~~~A it ~ ~l A ~ I a~C~11Lf1Urla 1 vir d 11~1dCJ• t: ciCLa I I ~ f Oak 2 WORKING DAYS 3 /S 1 i = 1' - ~ BEFORE YOU 9-- CAL CALL TOLL FREE 800-36°?-2764 / 0810 U7iLITSE$ PR0TECT iC'7 llt X10 c~5: . ~6ti~:1"S~4RCH 2i~, 1. ALL PDINT LOApB TO HAYS SOLID I r~Yi010rt®: ' HAYS bO1.ID E3LOGKINCz 7. ALL KItGHENS WITH CERAMIC TILE OR ALL WOOD IN GOIVTAGT UJItH ANY IS INSTALL 5/8" DRriUALL ON UND~8IDE OF APRIL b, TO PdUNDATION OR BEAM BELOUI 3EAM SI:LOU1 HARDWOOp FLOORING TO HAVE 3/4" MA~R~' SUF~AGE t0 HAYE SILL SEALER ALL ROOF TRUSSCg. 2. ALL WALLS TO BE 3 V2" UNLESS dT} WISi: DIMENSIONED. /2" UNLEStti OTHER- f31.OGKINC~ UNDER ALL GA~INEtS. ~3ARRI£t~, 19,, INSTALL 3/4" TAG PLYWOOD ~ ALL FLOOR 3. ALL ANGLED WALLS Td 1~ 48' UNLI 8. REFER TO TJI FLOOR LAYOUT bHEET. 13. ALL BYPASS p00R HEApERB TO ~ DE~~, 1'O 1~ 45' UNLESS 9. ALL EXtERIOR DOORS i F(RE RACED x+'-111/2" AFF. 2r~, INSTALL "HONEYtI~LL" T~~ Pt~OCxRAMMAI3LE OTNEI~lUl81: NdTi:D. 4. ALL WOWG 18 Td COMPLY WITH ALL APPLICABLE BUILDING GORES. iPLY WITH ALL DOOR t0 kAYf 3/4" SLOCK1NCx UNp1=R 14. ROUGH 1N Gp`NTRAL YAG 6Y~aTEM. 'I'1~4ERr'PO5TAt3. . JG GODEB. 7HRE5HOLD. 15. INSTALL "HONEYWELL" "HE26515 HUMIDIFIER 21. INSTALL MELAMINE SHEViN~s W/ ME'PAL RODS 5. ALL ~H~ST ~L00f2 WINDOW NEADE~ HEADER 1O. ALL StF~JCTUAL HEADERS TO ~ 3 1R W/ AUTO CONTROL. fN MASTER BEDROOM WARDROBES. ~ NEI~sNTB TO BE 6'-10" Aid UNLESS OTHERWISE NOTIrD. APB UNLE88 x ~ 3/8 LgL UNLESS OTHERWISE NOTED. 16. INSTALL RADOI!I YENtING SYSTI=MM W! 22. {NSTALI. "IUEATHE~CGIlARD" At ALL ROOF EA1~5 I' Il. ALL 2x1"a WALL HEADERS TO i3E 3.2x6 OUTLEt M ATTIC 6. INSTALL CURTAIN BLOCKINCs ~ ALL ~CKING ~ ALL WINDOWS. OTHEt~.UISE NOTED. IT. INSTALL °IPv3 EM BABE THRUOUT. 7S'•4" 32'-4" 2`f •i 2`f'-m° 19'-0" 4" 6" ilf/'-1~" - fff 4" 13',bu $'-(dn 6" i " 6i••In 6'--L1 51-T111 ~1-/A111 ~ , ~ KITCHEN WINDQW H~AgE~t Ix~, I ~ ~ _ G244B•2 G3lD'12.3 ~ ~ ~ ~ ~ n ~ ~i ' r r N ~ ~ ~ D D ~ ~ ~ ~ ~ D ~ ~r~a~Cfast \ ~ - Its f ~i1 I a r a ~ NDWD HDIID zx6 .LOON 3 ~ ~ ~ FLT ~ 9' GLCx POUND GONG1Qk"'T1; SLAB- GRdUJhI SLCM'E SLAB TGWARD 2x8 JOLT ~ 16" OG ~ OYE1~E'4D DOOR AL,I. COMMON WALLS Td BE iK ~ ' "X" PIi~CADE D _ MIGF~OWAVE ~ 0 RYWALL ° ~ GEILI ~ ~ G NCs To ~lr ~ ~ ISL „ r AND k 5/8 TYPE "X" ~1RECODE DRYWALL ~ ~ ~ 48" x ° ~r ~ ~ ~ " N _ ~A ~ ~UU II~ I ~~I~~: L~Ul04Q ~ I ~ ~ 3 -6 n ~ 3 -/O" TJI- Si:E LAYOUt I m ~ , '0~ 4 ~ ~ ~ a: 4 ~ ~ GARA~ WALL PLATE NEICxHT 12 LEDGE TO BE 8'-41/2" ° ~ ® ~ I f- '""1 ~ ~ ~ U ~ im 3.4" ~ ~ ~ r- FIN18N DRYWALL IN CsARACzE h _ ~ ~ TWO COATS PAINT ~ 2 S ~ ~ 7~3 1 ' ~ TEMUf~',E GEILINCs L,4.J n ~ 61 n ~ ~ 4i n _ J'~ ~~a t .roam. ~ ~r ~ ~ - g ~ . ~ RAt~® N S GLCx BOOR cA~IN>:T ~ HDU1D _ SLOPE GEILINCs ~ ~ _ ~ fl ~ w ~TEp volD ~ I SECOND FLR GLr:~ HGt , S N ~ ~ o ~ 1 ~ 1 ~ N LA1" . _ . ~ 2~b8 28~ 283fd ~ ~ dE9igf1 GVPc~r`t<f ~ z CASED a a ~~1 ~ ~ oP~NIN~ ~ ~ TILE OPENING ~ l U ~ ~ ~ ~ ~ ~ ~ t~G~l10~Oc~' t~, it , I~ 9 GLCs T -9~W ~ I ~ HDWD ~ ix MIN.I.ANDI °~u~;+~,~~~ '14®.9(oS.~Po~~F N 9 GLcs ~ ~ N~ , „ SINK GROIUV _ ~ ~ OF 7,314" BEI.~}yy' NOT D _ ~ W S ~ ~ ~ ~ OA OF TNRf;SHOLD . I ~ 'ti' 9' x Z' 01~RHEAD DDOR ~ ~ -o- ?6 x 't OYEIaHEAD DOOR ~ WALL G ~ E.. N ~ ~ 2-2x1 q ~C ~ ~ 2x6 BALLOON O ~G ~ ~ M J I~tAME WALL ~ LEt-IN V2" SHEEt ~ ~ ~ _ ~ SEE NAi~OW WALL DE7AIL ` , ~ ~ ~ PLYWOOD (FULL fi ~ f 306 i~ ~ n S i0 3 -4 ~ _ I F362 HEICxHT) T013RAGE I n i n `Y~ i n ~ n , u ' N 3 -4 3 -2 ~ 3 -2 2 -1 ~ GOFER _ ~Q i _ ~6° u ~ ~r ~ 8 ~ i ~ 9.3 Cgl,~il 511 P_I.011 3r~11 21-511 21-511 ~ I ta1.~11 ~U ~ jl IG 17 -~v ~ / SOFFIT ~ ~ ° ~ ~ _ TILE ~ i~ ~ t 8~.0" A~ ~ cn ' ~ 61 ~ G ;Q ~ ~ 2'-Sn iil i11 ~ ~ J 2 ~ Gtr ~A: ; ~~u ~ - master ~ ' _ i ! ~ ~ b~~room ~ o r a1 ~ ~il I N ~ N _ ~ ~ ~ N ~ ~ Sam ~ ~ ~ GROLl4V ~ r DWD - ~ ~ 9' CLCs ~ 0~ ~ ~Qi ~ ~ u CROU~V -1cv r -1N ~ 2868 CARPEL Q ~ - ~ ~ ® ~ ~ m . o" n ~ ~ _ ~s r, ~ ~ - ,C.^ II ~i! 1 , ~ ~ 1 m ~ R ~ ~ ~ + TJI. ~ LAYOUT 'fl. ' II 1,~3 TJI- SEi+ LA OUT iwE LA OUT ~ » ~ : G~' 48{6 II II HB MINIMUM ONE WINDOW--5.7 NET ~D G~E LEAR 24" IiIGH 20" WIDE ~ 21-~11 2'-~U FLOOR MINIMUM 5.0 NET SQ.FT. ~ ~ ~ ~ 6 4 2 -0 4 10 ,p. 10'-1" 6'-0" 6'-1" 16'-311 411 ~ ~ ~'l. ~ ~~t f .t sfll-®1111 RE •V .r... ~1f/ 4 1:f' U 7i3'-~~~ 2~_®11 ~ ~ cv ~9 ~ `U' `lJ' Q? ~ x AiA 801JND INSULATION ' , - , FIRST FLOOR i892 SF ~~r~n ~i nr~ lama ar X1.9 /r'~ TOTAL Zv i det~: MA1~H 7~, 2vr: rwG~~ona~: o ~ i cJ' : i`~'fRIL 6, Z~~ R ro TJI LAYOUT DRAW~NCsS. 2. ALL SECOND FLOOR WINDOW HEADER kEICsHTS TO ~ 6'-ion AID UNLESS OTHERWISE NOTED. 3. ROUCzH IN MEDICINE CA~3INET'e 14" x 45" W/ HEADER HEICsHT ®~i'-3° AFF. ALL STRUGTUAL H1rADElw TO ~E 3 VZ x 4 3/8 LSL UNLESS O'fiF~F~l11iSE NOTED. 5. ALL 2xF~ WALL 4~ADERS TO ~E 3.7x6 UNLESS OTHERWISE NOTED. 6. ALL PO1NT LOADS TO HA1/E SOL1D SLOCiCINC~ TO FOUNDATION 09Z ~E,4h1 ~E1.OW. 15'-f0~" 19'-1~H 1. INSTALL 'W63 EM SASE THRUOUT. 8. INSTALL 5/8" DRl'tUALL ON UNDERSIDE OF 10'-Il " ~,'-ip. ALL ROOF Ti~JSSES. GEIL(NCti TO NAYS SMOOTH FINISH. INSTALL 3/fin T~Cx' i°LYWOOD FOR ALL F1-DOR DECKING. ~ ~ ~ ~ ~ i ~ ~ G906m-3 2x6 BALLOON ~41MED WALL ` ~ SLO~'En SLOPED I FLAT FLA ~ SLOPED ~ ~ ~ - CAiT I SLOPE CLCx x ~ ~ open to t h s ~ b~lo~u z u 1 ~ ~ ~ ~ ~ u ~ 30PEN RAILINCs ~ I ~ 1 ~ ~4 1~ N - ~ I ~ ~ " d~s1g~ drafti~~, ~ ~ technology; i;'• ~ ~41a.9~r5.5Pom~ ~ ~ ~ ~ ~ ~ ~ ~:'n O 0 1 m O 11'-P, 8'-l~u lg',1~11 ~u 8'-I~n 'Lu 'i ~ ! ~t I i = Rib ® ~ 3®°x2 ,6S ~ ~ R#S N ry~~0 ATTIC Il 6068 ~YpA39 N ~8 BYPASS _,J 5068 BYPASS 50,68 BYPASS 5068 SYPAS 3'-0" 5'-~" ~''-Ip,,~,u ~M a 5 SHEL1+'IS ~ ~ N ~ i ~ ~ ~ ~ 9'-3 u ~2 - a V 1 CV ~ ~ i ~ i~ ~ ~ cp 2468 ~ ~ C 'I I " ~ ~ ~ 1111 1' ~ roo~r ~c~roo~n 3 " ~ ~ b~broom 2 r ~ G,4RPEt ~ ~ ~ CAf~'ET :ARPET GLCs 8' GLCs ~ ~ 8 GLC~ i ~ ~ f ' C4~48 03060 ' ~ ~ f ~4° 14'• 14'-Etll 6'•'~n 1'I'-11V11 tll ~ L III ~ ~ ~ ~ ~ U _ ~ U ~~LEF'ENG RQOM EX6T FtEOUiRE~~„~ ~ ~ ~ ~ItNiNiUNI ONE VYINDOW-5.7 NE's ~ ~a SQ.FT.CLEAR 24" HQGH 20" WADE ~ ~ ~ ~ GRADE FLOOR M{NIMIUM g.0 NET SQ.FT. 4D ~ ~ U~~ ' ~9 ~ ~ . ~ 1 1l `~.1' . ~J' ' 5/ii ' ~ ~ date: Ma"~/n ~k.., ~~~~7 ~vZ R~ ~ ~ti 1Z>; ~ ~ ~ reVl~iono: u APRIL 5, ~@r~" ~I IZ 12 10 SWAICES 12 ~~nG~' V~7~ ; 060.2 SWAiGEB 03060.3 STUCGO 81UGG0 C3(D60 i 6HAKE~, F6036 ':1236 FFi036 8" OV~RH i s• ~ I 4816 j ~ i 8tU000 C244A.-2 °~TU000 3TUCG0 5TUCG0 BI.~ 'i ~ t'~ G2412 QL~.J STlJCCO 63012.3 6301?-2 030 V~~ IZ i 62412 03011-3 024'(2 6066 SL f~L qR KITGI~{~IV UJptU uDR HGT ~ L3RIGC 5/4x8 KIGKZ30~D 5/4x6 /4xb 9' x 7' OW DOOR tb' x 'f' OW DOOR 5ti'G BRICK ~ ~a G !il ' fi ~ 'RFC ~ D00~.~ i 5/4x4 /4x4 ~ ~ r•~ ~ WEATHER SFAL AT GARAGE ~ ~ I~@~r I 16' x 1' OYERWEAD DDOR ~ r ~ L5 32 PANEL WEMLOGK OR ECaUAL ` ; N T I ~ . x ~ II_ I! C 60 03060.2 14x6 . 0° 30 14x6 PAI TED 0 MATCH PR MARL' WOUSE GOLD I I ( I I ~ ~ ~ - z~ ~ 306 FULL LIT t3P~ICK w~ 01 e~ i l 1 ~ ~ • r d~~ig~ dr~~~:in i t~chno(og~, rl~ ~4~.9~5.5~~~~: ~1~t~5: • I. ALL ROOF OVERWANG3 TO BE S" UNLESS OTI~iERWISE NOTED. 2. ALL EXTERIOR TRIM TO BE ix OR 5/4 RS CEDAR 5TA(NED TD MATGW PRIMARY WOUSE DOLOR. ~ I c~urTERB + DDU~vS~ouTe Nor sHOwN >=.oR CLARITY. 4: INSTALL 6'x16" :METAL SOFFIT VENTS ~ 64" OG. 5. ALL EXTERIOR LICzWT FIXTURES TO BE 1'-4° FROM BOTTOh1 of WEARER TQ CENTERLINE OF ELECTRIC BOX. 6.OVERWEAD GARACsE DOOR TO BE PANELED STEEL PANTED j TD MATC?~ PRIMARY >rIOUSE COLOR j ,,•{Y 1. ALL EXPOSED FOIJNDaTION TO WAVE MA80NRY CLAD J ~i' VENEER TO GRADE. ~ ~ ~Q 3. ROOF;NG TO SE "CERTAINTEED" LANDMARK, 3f~ YR, DIMENSIONAL BWINC:I.E OR E~IAI.. ~ ti5 Q ~ Q~ ~,~1''~5 9. "IbEATWEi~GUARD" ALL EAVES. ~ II ~I r. pR~ Y~ -~--?F ~~_i i ~ I i I ~ I j ~ ~ ~ ! I ~ A. 1. I . i~ .I i i I 1; ~ ~ ~ ! 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F2412.2 ~ ~ _ ~ ~ ~ ~ ~ I BRICK • II ~ II 1~~~ I ( ~ I C { 610 f GEAR S+~AK~s oN f5~ F~Lr PaP>=r~ a~ os$ atN(?~ ON Pik-fnNCx(Nf=E12f=D tRU~i"8 ~ 24" OG 12 (N51~AtiDN $AFFI.fc F($f~RC~LASS INSULAtION (R-35) "uJ~,tNf"~s11,4RD'° EA~s SEi` ROOF PLAN FAR tRUas ld!_~L 1df=1GHt ° oC~E GUrt~R CaN ix8 FASCIA ON ?x6 Sll$-FASCIA "If~+4tN~l@GUARU" EA1>feS 3/s" Roue-tax Fig sc~F(t W/ a"xi6" ~fiit YfoNts ~ s'-®" o0 (xs FR(~zfe 2x10 B~YIrLi=D m 518' DRYWALL- OILING to NAVE SMOOtN FIN(SN StUGCO ON WIC LAtI-I ON FI`Lt PAPER ON t-iCX1SF W~4P ON 'tA6" O~i13 54~I~atM(NCs ON 1x4 Stl1t~5 ~ 16" OC W/3 f-?" Ffl~~RGLASS Art 1N91lLArION tR-13) 3I4" t!G PLW00® GLl~D t NAILED ON TJ( JDISrS- SEE LAYDUt N ~ f V4 x f! 'll8 tii"(I~ERSti~ANp $ !r ° DRYWALL- Cf=lLING 70 t-(,4V~ Si~(oot+d F(NISI-I f!1" DRYWALL. ON VAPOR $Ai~Ri£R w 3/4" ttG F'LWOOD CxLUED t NAlL.ED ON tJi Jo(St9- SEE LAYOUt i 1/~ x 117/8 TiM~ERSTRAND BAND m 2X8 PLATE OFl SILL SEAL1mR U)I GALY. MEtAL ANCWOR9 ~ 4'-Ou OC N ~ ; BRRGK 1~NEER DOU1N 1'-4~" ti ~IN1Sid GRADE IAPPROX) S" POUND COPdGREtE tUALL- ~lATE1~ROOF ALL tUALLS ~LOIU GRApE PCIURED G49~CRETI` SLAB ON b MIL VAPOR FARRIER ON GRAVEL , aaaaaa oaoooc MA~ITAIN Z" GP.AVEL 4YER FDOtiNG oo°uo°oc ? eaooao oooaar ;a000~ a:• •ooaaoo 0 0 o a ~ IEEE DRAININCx GRAVEL ~I1.°L o o ri o` r,° 000 ~ 48° MIN A~OYE SOOTING a ' ~ eoo°atio .0 0 ooaaac 0006 aooooo ~ . oaooor • , ooa ALT PAPER P!°Rli"IEtER JOlN7 ' ! 0 4oc E ORAININC~ GRAVEL ~iLL aooo aaaooo ~ MfN ABOVE ~OOTiNG 0006 00000< OOOOt coooa • a000 '1 000000 0000 ocooo ~ ~ 0 0 t 4 ~ p h .i.~~" a0046r . 3/4 ~ PYG l1JEEP +~OLES ~ 4 -0 OC IN BLOCK (i"I T ~ ONLY) ~ ~ : • oaooo aoa ~o_o_aoc~~ oo oo oo~ ~aaoa~~oo~4ao oooG aaoc _ ,000 iv OG ~ 00 00o n~ i FOOTIi~s o o a a o POURED CONCRETE CONTINUOUS SP~AD 1°OOT ING , o a o; X 0 0 3 f~V~: P PE9 TNRU $ TO im -O OC MAX SOOTING DRAIN ~OOtING DRAIN t4 SUMi~ Plt 1- ~ REBAR LONG CENTEf~D UNDER 3"O PIPE t„ ~ ~ ~ a~ ra ~a ~ ~ ~~a a 11 I II C 1 ~ I ~ ~ -a ~ Q ~x~cutve rnuirFi~~d gre~e s~ri~s ~ ' ~ ~ inv~rn~ss Z- 3 ca r ~OUrt a rd 0 c~ y ~0~ ~ tT~ 0 N ~ ~ ~~~2 N®~T~N G~Nri~ CSi~iY~ ~ ~ ~ ~ lUl~ C~N`i"~i~ ~E-6fC~ ~~P~3~ 1.~ , N + f< . r r ' dates: MA~GH 20, . ~ T~1/1~10116s I OUtSIpE ELEVATION SIDE E ATI ELY ON EXTENT OF HEAnER (TUJO BRACED WALLuEGi"(i=PITS) 12 I EXTENT OF a•CEADER (ONE 6RAGED WALL S>;CaMENT) ~10 ~ TP~lJS,°,Eg + 24"OC FASTEN 3HEATNINCa TO HEADER W/ Sd COMMON NA1L3 IN 3" rsRlp PATTE~1 4 3" OG IN ALL FRaMINCz (STUDS t 31LL3J tOP PLATE CONTINUITY 16 TYPICAL REQUII~D PER RbO232 • • • • • • • 3" x I1 I/~4" MIN NET HEADER ' ' ' ; ' " -'3FiEATNINCs FILLER IF NE EDED ' ° ; ~16d 3iNKER NAILS • 2' TO IS' (FINISHED Wlpt+~J IN 2 ROWS ®3" OC I. ~ i I 10~ LB I~IEADER TO JAGK ~ STUD STRAP ON ROTN SID S --1~ LB DEADER TD ~ ~ ~ ~ • • E JACK 3111 • • OF OPENiNCs l INSTALL ON D 3TR4P ON 5K. ~ h: BAGK6IDE A8 3HOlUV ON SOTH SIDES OF OF'ENIPiG • • 81DE ELEVATION, ~ N0. IREF NO. LSTA24) ~ =~o s IF PANEL 3PLCGE 13 NEEgEp ~ ' . ' L3TA24) IT SHALL OCCUR WITHIN 24" ~ OF MID-NEIC~NT. ~LOGKING _ ~ ~ -MIN 2.2x4 TYP i3 NOT RE6~.III~D. ® : ; . i t3RAGED WALL SECANT • : . , N PER R6m2.if~,5 • NO.OP JACK 3 3 ' • loft ~ ' ~ a ~ PER 3/S" MIN THICKNESS WDD " tA~LE R5025 (it2) D PANEL SHEATHING: • • MIN 2x2 x3/16 PLATE , . . , TJI- s3EE'LAYOUT ~ ~ ~ ~ ~r, WASHER : L~' PER ~24f~3.ib (TYP) POUNDATfON PER CADS _ ~ ~~w MIN WIg7~{ ~AQIED Ohl 6:1 ' 0 NEICsI-{T t0 WIDTH t~Ai'10. ~ EXAMPLE: 16" MIN WIDTH FORS'-0" HEICsHT ~ h ~ ~ ~ foyer gr~~ t room ~ ~ r a a~ a rrou~ qua ra c ua i t out o o~u~s over co,~cr~t~ or m a soar oc u~~n a i ~ t o~ ,~o s d~sfgn c~raft;,w., ~ ca ~ 1 = ~ I I t~chnol~g~, ~ ~ 1 ~ 1 = ~ ~~?~.96~.~~0(~~ acce~ par~L ~.---ix WOOD GAP W/ RELIEVED EDGES ~ INVERTED SASE ~OTTOrr T cNOt~ EACH SIDE ~allvr to MATGN GEILINC~ n m bas~m~nt t STAIRS 8 Y OND - ~ IR" DRYUIaL:L attic access oi~ta i l ~o ~S I. ROUCzH IN ALL TREADS ~ 10". 2. MAINTAIN 6'-8" MIN CLEAR HEADROOM. f 3. BASEMENT STAIRB TO HAVE CLOSED RISERS. 1, ~ ' ~ 10 .__..,f r, OMpLY P', . I' TiiU33E9 ~ 24"OC " AY5 5~{ptt C 7'-6 MINIMUM CLEAR CEILING HEIGHT STAi1~ 14 ORC & I _ " TH SECTION 3 CE REQUIRED, WITH 6-8 UNDER BEAMS, Wi LtN pRpINAN DUCTS, GIRDERS, SOFFITS ETC. PER CfTY CF Dug IGHT & ' Ax. RISER HE ~Y DUBLIN ORDINANCE. 7-314 M EpTH " MIN. TRF~+D D 10 ~4 I HANDRAILS RND GUARDS E ~ ~ TO MEET SECTIONS I ~ R311 AND 8312 2x6 ov~R 2x6 01gP~ILL a Ib" OC ~ 200 RESIDENTIAL CODE OF OHIO 41 ~ I 8 ~ ~ 12 ~ tRU3sE3 ~ 24"OG ~ IAN®RAIL VVEThI CIRCULAR Q~ ~ i i/4"MIND 2 518" MAX, loft ~ ~ DIAMETER OR PROVIDE 2xa J018T8 + 16N 0c 49 ~ EQ~lVAL~NT GIiA~PABI~ TJI- E LAYOUT ~ ~ ~ ~ ~n r Lm ~N N ~ ~ . ~ ~ ~ U @D IY9 ara ~ ~i tc~~~n br~a~~a st rya t room ~ • ! ii s~cti~n 1/~' yw s€'. „76 A t t t r I i r 4~ N. s- fold "ilN~~ f~#~~@~N Z~1~1. ~ 9 N 0 O ~ , ~ ° ~ ~ ~ ~~~}~1~113'J Jp~ - ss~u~~n ~ ~ ~ ~ So°~ Ja'1S c°.~Uo~~J °v' ~ ~ ~ ~ r 1 ~ f !n~ an}n~~x~ ,p , ~~o~ II I ~ it ~ N , N ~ a ~ 0 r x a ~ w x ~ ~ wx H~ ~U 0 3w ~a x 30 o Qa 0 J ~a ~w Nw ~t 0 ~ N u~ x ~ o ~ ~ w ~ m ~0 .~I ~ 9x ~ !fi E ~~~~fi l ~51~ N ~0 „~L ~ 5~1 0 0 0 uo III~AJ~110 x9l °JxS D ~ ~ 0 ~0 R~Z ~ 5~5~1 Ca G~yoi 1 N~II~I~A'7 fm~ `IVI(I ~ 0 t Cam' S • r®vicel0?K: ' L ALL EI.EC9RICAL WORK 18 TO COMPLY WITH TIDE NEC. Z, tNE LOCATION OF ANY MECHANICAL L'OMPONENTB fraEATINCa EQUIPMENT, PLUM61NCs EGb111°MENT, TELEPHONE OUTLETS, SWITC+iEB, DEVICES, FIXNI~E3, PANELS, AND SEII~tvICE) SHOILN ON PLANS AI c FOR APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATION IS TO 6E Di:TERMINED SY LOCAL AND NATIONAL GORES, i'HY5ICAL LIMItATIONB, UtILITY COMPANY R9:QUIREMENTB, AND PERIODIC MoD11:ICattoNS. 3. ELEGTiZIG SERVICE TO ~E 3~ AMPf Z0a AMP W/ 109 AMP SUEd'ANEL). i . ~ ~ ~ Q '~i' i, ~i ~ ~ l ~,I ~ I i~ , ~ ~ z ° ~ ~i . ~ ~ ~o~ f c°~1 a5~ ~ ~ ~ I ~ ate un~ cav I Z~F P ~ r?LUa a ~ ~ ~ ~ ~ i ~ f~T I r ~ ~ ~ I d~gign draftln~ . technology, inc I 140.965.5~00~4 ~ I '~I i m - ''SMOKE I _ J _ ~ ._._._._._..,J I, a - ~ ~ ~ ~ ~ ~ i I I i~ I ~ ~ - ~ I~ ~.,_..~._._.J i ~ ~ ~ II II I I_.. - . I ~ ~ i i ~ ~ ~ ~ i ALL ELECTRICAL WORK WILL BE INSTALLED iP INSTALLED i{Y ~ ~ _ ~ ~ ~ a~ ~ I Ar~,~~AN~~CE WITH T~NI~' tiv . ~.y ~ ~ ~a GFIC RECEPTACLE PER ARTICLE 290-8 NEC. E 290-8 NEB ~ ~ ~ ~(~~~/~q\~ i" " V i ~ ~ . . ~ ' . ~ x; c~ . ~ I X61 ~ ~ ~ ~ ~ ~ Z i. THE LOCATfON OF ANY MEG+-I/~W{cAL COMPONENTS lF{EATfNG €QUIPMENT, PLUM~{NG EQUIPMENT, TELEPHONE OUTLETS, A~RiI 5,LP~lJ1 SWITCHES, DEVICES, FIXTUi~EB, PANELS, AND SE~IiGE7 SHOWN ON PLANS ARE FOR AF°PI~OXiMATE LOCATIONS ONLY. THE ACTUAL LOCATION is TO SE DETERMINED BY LOGAL AND NATIONAL CODES, PHYSICAL LIMITATIONS, UTILITY COMPANY f~QUIREMENTB AND PERIODIC MODfFIGATIONg. 2, ALL LIC~iT SUHTGHES TO E3E 36" AFF TO 80TTOM OF ELECTRIC SOX 3: ALL FIST FLOOR STRIP LIGHT FIXTURES TO C~ l'-2" AFF. 4. ALL EXtERIOR LIGHT fIXNREB TO 33E I'-~" FROM BOTTOM I Or HEADER t0 GENTkRLINE OF Et.ECTRIC'~OX: i 5. ALL LAv OUTLETS TO ~E 35" AFF TO P,OTTOM OF ELECTRIC pox 6. KITG-fill WALL PHONE JAGC t0 ~E 5'-O" APF. 1. TWD STORY FOYER FIXTUf~ TO s3E tl'-Q1" A{~ TO BOTTOM Of I fIXTU~. t3. DINING ROOM AND SR4:AI~AST LIGHT ffXTUREB t0 ISE ~'-O" AFF ro ~oTTOM aF fIXTUR£. 9. ALL RATH I sTWP LIGHT FIX1'U>~S tO ~E "I'-2" AFF. _ j im. ALL BATH I OUTLETS t0 !3E 41" AFF TO BOTTOM OF ELECTRIC pox _ o ~I ~i D ~ ~ ~ - i - ~ ~ br~ak~ast ~ ~ ~ ' iwxwari ~ I z ~ i I ~ garage ~ f ~ . ~ JAVA I ON MIC vE i G I ~ ~ I ~ ~ ~ I I ~ . 1 ~c~t~hen 1~~1 I i . ~ ~ ~ ~ great roam " m _ r- ~l I-------- I I I ~ { laundry ) ~ i-- . ~ ~ I , d~Sig{~ dry e i~ LICrtH1' / ( t~chnOfog~, ' \EXH I ~ FAU F 1 I ~4~3.9Po5,5so~:~~,, I _I._ I- - - - - I - I I - ' I / RLIIOR (n I 1 } ~j ~ } ~ I ~O P06T LiGNT m ~ PO~EP °~~r ~ - I I ~.I_ _ I-____~ - L_- 0~---- a _ ;d ~ ~ FAw " ~ (ward ( FL I _ II ~ deny I dining ,~i~ IP I II II g , LC~IT I ma5t~r I _ ~ I ~ bedroom I ~ ` I S IP ~ ~ ~ j I I r a I I , i i I I ~ I ~ I I ward ® ~ ALL ELECTR{CAL WORK Wlll BE INSTALLED+~ ACCORDANCEWITHTHE~CIDS NATk ~ ~ R313~rD ~ ELECTRICAL CODE. UP RE 'D SAT7'ERY BACK Q ~00~ RE5ID~NTEAI. CODE OF OHIO ~ ~ ~ ~ GF(C RECEPTACLE PER ARTICLE 210-8 NEC. ~ L PROVIDE CARBON MONOXIDE DETECTION IN ACCORDANCE WITH GiTY OF DUBLIN ORDINANCE ~ ~ SECTION 325. Q'' ~ C ~ ~ ~ ~ ® , U p ~ ` ~ cv . ~ ~ ~ ~ D~~ ~ r P ~ ~ i ~ I ~ _w f ~l ~ ~ l~~ l~ r date: MARCH Zm, 2s~ft revi®ton®: APRIL Z~'P ~V ~`-i5 I. THE LOCATION OF ANY MECHANICAL COMPONENTS IHEATING~ EC~tUUIPMENT, PLUMBING E~.IIPrENT, TELEPHONE OUTLETS, 3UJITCHES, DEVICES, F{XTUi~S, PANELS, AND SERVICE) SHOUJN ON PLANS Aim FOR AI'PI~OXIMATE LOCATIONS OILY. THE ACTUAL LOCATION IS TO 6E DETEF~'41NED 8Y LOCAL AND NATIONAI. CODES, PHYSICAL LIMITATIONa, UTILITY COMPANY. REQUIREMENTa AND PERIIODIC MODIFICATIONS. 2. ALL LICsHT SIUITCHEB TO BE 36" AFF TO BOTTOM OF ELECTRIC iSOX 3. ALL BATH 2 STRIP LIGHT FIXTUREa TO !3E 6'-8" AFF. I a. ALL LATH z ourl.ETS To ~ 3>;p AFF To soTTOM of i ~LI:cT~IC i~ox j k _ i i ~ r ~ ~ ,R ~ ~ ~ ~ ~o loft ~ ~ ~ open Ito below ~ ~ ~ ~ ~ i ~ ' I n~~ ~,I . ~ _ deign dra ftirn t~c~inology, inc . l4(~.9~0~.5604 w _ ~ - i ~ I~ ~ i „~i rt . L ~ ~ _ II t R ~ C~ j V:.:.- a r, f i ~..I~ " - - . ~ _m , SMOKE I I ~ J Q U cA ~ ~ ~ ~ arR P LIGHT LIGHT ~ bath ~ . I ~ LIGHT . bedro bedroom 3 f bedroom 2 ® ® ~ ALL ELECTRICAL WORK WILL BE INSi'ALLED IN ACCORDANCE WITH THE,~~~ N+4TIONAL ELECTRICAL CODE. co P1 GFIC RECEPTACLE PER ARTICLE 210-8 NEC, ~ ~ Q~ ~ PROVIDE CARBON MONOXIDE DETECTION IN ~ ~ U v~ ACCORCi4tr'sYE W1TH GiTY 9F D~~LIN OR91iVANCE ~ ~~J' SECTION 325. In, ~ ` c~1 I~' Q~ ~ U~~ Q~ X > Q~ C ~ fI ~ 1' l~ ~ F f~ r, CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road e Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 00 Revision Application V* ion Fee $ Application Number Address `79,93 XAJ,ti l~ Reason for Revision AY7re- §94C,9- 7-0 "Note: All revisions must be clearl .highlighted or clouded on all the revised plans and plot plans.** Contact Name l~ Contact Phone Number 7Yn -s y9 - ?60 y For office use only Revision is to be reviewed by: wilding Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 i I ~0 ~s~ i . ~ I. ALL PoEkr LOApB r0 NA1/E SO; ~®vio{ 9 TO HA1/l: SDLIA BLOCKING 't, ALL KITCHENS WITH CERAMIC TILE OR 12. ALL WOOD IN CONTACT WITH ANY 18. MgtALL S/~" pRYWALI ON UNDER61pE OF pp~l~, r, ~ ' ' . ' ~ ~ r0 FoliNpAriON O!~ SEAM ~~1. OR BEAM t3ELOlU WARAUJO017 FLOORINCs TO HAVE 3/4" MASONRY 6URFACE TO NAVE 51LL SEALER ALL IROOF Tt~bBES, APRIL • z. ALL ~S ra ~ a I/2° t~Vt.~SP 3 I/2" UVt.ESS OTHER. 19LOCKING 12`IAL:R ALL CABIN):TS. BARRIER 19. INSTALL 3/4" TtG PLYWOOD FOR ALL FLOOR • W{S~ pIMENSIO?JEI7. . 3. ALL ANCsL~A WALLS r0 ~ iA. A INFER TO TJI FLOOR LAYOUT SHEET. ALL BYPASS DOOR NEARED TO DECKING. JULY .LS TO ~ 1~11wESS b'-il 1/2" AFF. 2ti7. MSTALL "HONEYWELL" T86~ PROraRAMh1ABLE or~lrRWIS~ I~ot~p. 9. ALL EXTERIOR DOORS 4 F1RE RATED .a. ALL WoRC IS ro ccMPLY WIrN ~CGMF'LwY WITH ALL DOOR TO HAvE 3/4" BLOCKING UNDER 14. RouGH M CENTRAL, YAC SYSTEM. tNERMDSTAtb. . ~ ~ Af'F'LICABLZ: E~UILDING CQA~S 13. ALi. ~IRSr FLOOR WINDOtU N>=A> ILAING CORES. TH~`~~' 16. INSTALL "HONEYWELL" 4EZ6~aB HUMIDIFIER 21. MSTALI ML:i.AMINE SHEVMG W/ METAL ROpS 2 WINAOW H>=AAER IO. Au 5~- NE~ERB TO ~E 31/2 W/ AUTO CONTROL. M MASTER TEAROOM WARDRO~Eb. N~IaNra ro ~ ~'-lo" AID ul~Lh ~'-10" Af"F UNLES6 ~ ~ 3/8 L3L UNLESS OTHERWISE NOTED. 1b. INSTALL RAAON VENTING SYATEM W/ 22. INSTALL 'WEATHEReC+UARD" AT ALL ROOF EAVE°r. or~+~,ul~ Ivor~o. IN9rALL CLIRtAIN i'S1.oCK?NCx w D 11. ALL 2x6 W~4LL HEADERS TO SSE 3-?xb OUTLET IN ATTIC. f31.OCKING w ALL WINDOWS. UNLESS OTHERWISE NOTED, 11. INSTALL '"963 EM BASE THRUOUT. ~~'-mN 3~'-mN 21'-0" t9'-®" { t ' ~ ~N N 151,1 .1 4 . - ~ KITGNEPt WINDOW N~ApE , " ~ NEI~xNr ~ 'i','fa AID ~ ~ C2 -2 i , C3ra~2-3 Q x ~ . , o0 N s ~ 0 . T P p ' ~ W iv AG M/M" VI!~NT iv br~~~C~ast I i ~1~ NDWD ~ q HDUA 2xb BALLOON FLA @,LppE k cR~ ~lr 1~ CRS 12'l inE" ~L ~ ~ ~ a ~ Q I~aIRFn coNCr~r~ SLAt3- 12x8 ~ol~r ~ I6-N oc ' ~ 't ~ . ~ ~ SLGt'!: SLAB roWARq t ~ t-"' oY~RNEAD ooole ALL COMMON ulaLLS ra ~ - -ht ~ ANA I ' 11 ~ 1 fi ~ 1/2" rYP'E SIRE I~ DRYWAI. a ~ coo ~ ~ o ~ ~ . ..,c., ® ISLAND i ~ ~ cl"ILINC~ ro r ~ ~ ¦Q ~/v11 1 1 f INxN ~I~vVV'~ MI's1 WM4.L I ° TVN x ~1VN 1 11 ~ ' a ~ ~ ~ ~ S' 3.6" ~ ~ m ~0 ~0 ~ TJI.6EE LAYOUT I ~ , I ~+"M ~ ~ GAR.AG~ MALI. I~LA'I'I~ NEIGNr I._ ....I 4 ~ ~ ~ ~ ' ro a'-a I/2N A19~ ~ r N 1 . ' 9 ~ FINI3N pRYWALL M GARAC•~ 2 -8 x ~ ~s ~ ~ ~ ~ TUIO COATS F'AMr q ~ ~ ~ .9 r~XTURE C!~ILING ~ n ~ ~ ~ rya ~ room ~ ~ ~ ~ r~ 8' GLG CA~M~'P ~ ~ ~ HAWA ~ ~ ~ ~ ~ SLOPE Gi=1LMCs ~ x ~ v ~ ~ ~ - - _ ~ ~ Y I *i' ~ ~ ~ : v I SECOND FLR CLCs HGT ~ ~ " ~ n OD 0. . ' 7 ~ i 04 ~ 2868 288,E 18 2se,a _ 1 ~ ~ ~ o d~~i~~ e~raf~~~lc t ~ ~1~ ~ GASH SING 1~ ~ ~ ~ ~ ~ t~Chn®I~~~, 1r~ e ~ r~L~ . . • ~ 9 CLC~ r T ~ HDWD ~ ~ °i4~.9~5.~~~~ ~ cLO n „ ~ M CRr.~N ~s N~ ~ 3ENIC ' Nor ~ ll1 ~ ~ ~ ? ~ a iA ~ x 1' Oti~ER?~EAD noon iro' x 7' oV~RNEAp I7ooiR COL ; . 1 WALL CA ~ ~ ~ ~ " ~ ~ I ~ ~ ~ ~ ~ ~ i . in i 7-2x12 3 I!~ x 11 "i/8 LSL ~ ~ ' ~ n Q ~ nn 2x6 RACCOON ~ L~ • ~ WALL w ~ ~ I ~ ~ ~ 14'-'~ 1/8" AFF- a LD 1l~1;r1' = I LET-?N 1R"SHEET ~ 1 ~ro ~ PLYWOOD (FULL ~ m . a ~ 81:~ NARROW WALL q~rAIL t X11 1 ~ HEIC+HT) Ta BRAG n - @ ~ ~67~ 3 ~'-~II tl1-211 'llwh" ~ -l~ 21-lll x C09~R ~ L ~ , ~ ~ ~ , ~ 6N u ~ 5..~ n ~ ~tm' u ql 1 / r ~I-311 II ~ ~I-iAkll 31-$tl qI-tn 21-L. II ~ t I I~'-~" M. ~ ~ i i 8 g DWD W V i V V f , NDWD ' ,i : Kv i,~ 1 ~ , ~'F'r,, 4i ' TILE 15 S C °s''§h f ~ ~ I L ~ n . ~ so~lr ~ ~~v'._f' ~ ~ I~ it x 9 C _ W rD I 1 . ' ~ d1 I a 1 ~V1~~V1 x ~ . l~ i~1 ~ ~ ~ ~ b~droom~ ~ p; ~ do ~ ~ d ~ c:ARl~t ~r4% ~ 1 ~ ~ I ~ ~ • FWD a CLG ~ ...~~~CCC ~ ~ ~ ~ ~ , v 1~~ d ' ~ CA1~PE'C i x x ~ so 9' CLG I I ~ ~ ~ ~ ,r?~• ~ . t ~ 1 N ~ 1 I ~ ~ ~ ~ v ~ \ ` n r"' i ~ a5 ~ ~ ' I ' ~ i • ~ ,q H ~ " I 1 ~ ' m • R y- .R n 7 ' ~ 1 ~ ~ ~ ~ M1 R ~ f ~ U~ ~ ~ ~ TJI. LAYOUT ~ . ~ r~l• LA ou~ !I• ~E LA OUT ~ a~ i ~ ~ ~ ' N ~ III ~ - , BLOGC ~ i R.-~ I . . 2'-6' ~ -~a" 411 12N /_1-~N ¢II ' ,fin Mn 6u Al-/1Sn 2~'~u 161•x° '~~.$N 21. N 4N 1- N i, 7 1V m 1m 4 . II I .I ~ " 16'-3 II ~ ~ i p~p~ ~ ~ • 3~ -O 40'-O" 4" ~ U C , ~ 21.®" j , .`.v i ~ ~ ~ ~ ~ W9 ~ ~ ~ ' ' ~ i ARCA i ecwNA INSULaTIOiV ~ FIST FLOOR 1892 OF ~ i~ ' { BECONA FLOOR 1013 SF TOTAL. 2?~ bF i ~ p~ ' '~-N--~ 1` i I i I i F I. i i j. . . ' 1 rwl~t0l~o: t X10 t c° 5 : AIL s, ARIL 23, 2~J'i I. REFER TO TJI LAYOUT pRaUJINGa. JULY 16, 2~~ ~yJ ~ 2. ALL SECOND FLOOR WINQOW HEADER HEIGHTS TO BE 6'-lfd" AFf UNLESSiOTHERWISE MOTED. Y• 3. ROUC~F{ IN MEpfCINE C,48fNET ~ 1~" x 2~". VYE IlV HEADER HEIGsHT * b'-3" AFF. 4. ALL BTRUCTUAL HEADS TO ~E 3 i/2,.~C 4 3/8 LSL UNLESS OTHERWISE NOTED. II 3. ALL 2x6 WALL HEADERS 0 !3E 3.2x6 ~NLESS ~ . ~~L ~ ~ ~rL~,O~,~~ OTHERWISE NOTED. ~ , b. ALL POINT LoaDB ro Have Soup ~ ~ } pPNG ~~b~, ~ BLOCKING To fouNDATlO~ oR , . a c~ ~ PN 0 ti~ ~~P~~Pti BEAM BELOU~ ' ' i GO GP EC p.0 ~P1 . ~ E~ ~ A4 ' 15'-10~" 19'-1~" Z. INSTALL'N63 EM BAB~ THRUOUT. . ~N ~N 8. MSTALI $/8" pRYWA1.L ON UND>:l~SIDE Cf ' 10'-Il " ,~'-II" ALL ROOF TRU88i:8. ~EILINCs TO NE . SMOOTH FINISH. ~ S. INSTALL 314" TW PLYWOOD fOR AI.L fL00R DECKING. ~ . I I . sYi 4 . _ ~i. ~ Z 63060.3 2x6 BALLOON FR,4MED WALL I j ~ . ~ ~ ~ ~ ' ~ ~ 3 fLaT~ BLOPED ~ e ~ ~ L ~ ~ ~ ~ ~ F . ~ loft/d~~ ~T,f~.D CARPET I ~ F ( . _ i iA 8' GLG I ~ ~ ~ 4 2666 ~ ' 1 open to ~ . , { ~ ' ~ r ~ C { ' a4Ea 4 " ~ ~ 30F'ENI II AILINCs ~ ~ ~ a ~ ~ 'd' ~ ~ ~ U(, ~ + N R .:i w.~..~..._,.~.......__~.__..... in n i ~ ~ design dr~ftin~ . G ~ r technoiog~, i~c fi' x m I { ~ ~ ~ ~ I ~ a to ~ ~ l ~ o~u Q ~ 1 ~ ~ II'-p' 8'-a~" 19'-1~° ? I ! . ~ ~ ~ ~t ! I I I` 2 68 F2t8 n ~ 30" 2" - - - - i h~ ~ ATTI~ ~ I ~ i ACC 1 X068 lSYF'A88 ~ 5068 BYPAB --1 '3068 BYPASS X68 BYPA98 ~ •.s.~. :4 ~ F N B SHELvEB ~ ~ ~ j Z n ~ ~ 1 ~ ~ c • ~i II tV ~ ~ I ` . ~ ,n ~ ~ ~ ~ it ' is ~ W 2468 1 ~ ~ ~ ~ K---•-, a1 ~ C' . ~ ~ ~ roc ~c~room 3 ~ ~ bedroom 2 ~ ~~~i? cA ~ ~ ~ calmer ~ ' ' 8' CLGo RF'ET 8' GLGu ~ ~ !3' CLC~ . , . ~ - j c2~aa c3obo ~ I ` ,I , I f Q1~ ~ ~ ~ 14~,8~~ bi,3n 17'-10" 4" ~ t ~ " it 4" ~ ~ A ~'.mn 3~° I ~:y~ Q9 ~ ~ ~ I ~ ~ ~u . rm ~ . ~ I ' f . ~ ~ I I i - ~ ~I ' ~ i r'.. I 1 : s Pocket Guide civet Guide A complete TJ-Xpert framing plan regwres the Tres Joist Framer ' See True Joist Framer's Pocket Guide for Product Trademark Information ~n i Yi`. t P1 to be bolted 2 rows 24" o.c. t ~ ~ / wJ 112" x 8" hex ca bolts p µ y a~~ T 1, ' Min heel hei ht of P1 to be 11" 9 3`i One I to su ort mono trusses, p Y pp '+~k ~ I one piy to be built up into {oft wall above • i 3 9/96" I i ' Hd7-3t Hd2-1t ` _ . 1 _ - - - - - - t ~ 1 H5 . H3 ~ ~ ~ c TS2 B12 ~ ' _ _ _ , 1 - ~ --E- i , , f .r .-,~--=~=-3 1- i I ~ I 1, , r~ . . `''~i" r. I ~ a'r'ts,,,. i A3 t ~ ~ i ~ N n. ~ ~ n~a bo o'so~ I A3 - ~ ~ I avoid ~oduct con~nic~s • ~ ~ I~ N I H1 N PI Q 2 i d- is " m = ~ tY C ~ To av®~d o~en~Aai ~ ueaks p q • sub~oo~ adhesivo a p~ Y ~ 'r ~ j ~ I 1 Z.c, py, i ~o COn$aC'~ SUE"~aC~~ ~ a~~ ~ r _ ~`a C r 1 M'.~ j. F ~ ~ ~ ~ f ~ _ ~a ou# has nod been ~~v~~wed for Y I ~ i fi, I i i ~ . 3 ( i. ~ ; ~ 0umb~n conk p ~ I .I ~ ( A4 i ~ ~ .:1 ! 'i I ~ ~ Pc4 i I j n . ~nu~~i le ~ s ~o b~ 3 nail B12 _-A6 - ~ r p pY I ~ f , n 1 1 i T I ~ . 3 ~ s ~ 2 o.c. ow A3 5 9/2 A3 i ~ A3 I pY cs ~ , , ~ Q ' . ~ ~ = both daces 3 PY i ~ i I ~ . I I I ~ ~ ~ T5fi I h Pc5 i I 1 j Hd5-1t t, - - ~ ~ I 1 - II N ' F ~I ( u, I ~ a ~ I CS I- I JOISTAND BEAM LIST I I 2 ~ III H4 Fi6 ~ Pc3 ' I . { F III _ I Pct i Plot ID Len th Product Plies 9 Qty TS3 , „ LEVEL NOTES ~ ~ A40 40 11 718 TJI 110 foist 1 10 ' 1 ~ ~ Y f ' A24 24' 11 718" TJI 110 joist 1 2 _3 ~ ~ ~r rF ' f •~^\('1 W A18 18' 11 7/8" TJ{ 110 joist 1 10 File Name: 7883 NASSAU LOOP rev 8 30 O7.JOB A10 10' 11 7/8" TJI 110 foist 1 3 Level Name: SECOND FLOOR DECK ~ ~ I~~I Q ' ~ A6 fi' 11 7/8" TJI 110 joist 1 8 I ~ ~ ~ yas A4 4' 11 7/8" TJI 110 joist 1 1 Plottsd:10123t2007 21:34 A3 B12 12 14 TJI 230 foist 1 11 I ~ ~ I M1 13' 1 3/4" x 11 718" 1.9E Microllam LVL 2 2 Design Status: r i ~ P1 • ' 16' 3112" x 14" 2.0E Parallam PSL 2 2 FIRST FLOOR DECK....10t2312007 21:23 I TS1 10' ' 3112" x 9112" 1.5E TimberStrand LSL 1 1 SECOND FLOOR DECK...14123t2007 21:14 I ~ TS2 1T 1 314" x 11 7/8" 1.5E TimberStrand LSL 3 3 ROOF ................81301200711:24 I TS3 11' 1 314" x 11 718" 1.5E TimberStrand LSL 3 3 ^ NOTE: Level desi n times indicated above rovide ~ ' TS4 7 1 314 x 11 718 1.5E TimberStrand LSL 1 1 9 p ~ I assurance for ro rlevel stackin . TS5 5 1 314 x 11 7/8~ 1.5E TimberStrand LSL i 2 P pe 8 I E i ~F; ~ ~ i~ TSfi 30 3112 x 11 718 1.5E TimberStrand LSL 1 1 Design Methodology: ASD ~ i . j . ' TS7 3' 3112" x 11 718" 1,5E TimberStrand LSL 1 1 ~ ; I ~ ' Floor Area Loads Vary: ~ • 20 to 40psf Live Load and 10 to i0psf Dead Load ~ I HEADER LIST ~ ~ j Operator added additional loads. T ~ ~ ~ ~ . ~ ~ ~ ~ N~ ' Hd1 10' 3112" x 4 318" 1.3E TimberStrand LSL 1 2 Maximum Joist Deflection: ~ S h ' Hd2 8' 31/2" x 4 318" 1.3E Timber5trand LSL 1 1 U480 Live Load ~I~ jj =I ~IiN = I Hd3 5' 31/2" x 4 318" 1.3E TimberStrand LSL 1 2 L1240 Total Load j ~ ' Hd4 4' 3112" x 4 318" 1.3E TimberStrand LSL 1 2 ~ ~ I ~ i ~ , i a i Hd5 3' ' 31/2" x 4 318" i.3E TimberStrand LSL 1 3 TJ-Pro Rating Information: I ~ ~ ~ Hdfi 8' '31/2" x 71/4".1.3E TimberStrand LSL 1 1 Weighted Average: 65 I I' ' s ~ Hd7 5` 31/2" x 9112" 1,5E TimberStrand LSL 1 1 Lowsst Rating: 41 j I' ~ ~ ;,r, ~ I ' est Ratin : 72 , High g I I ACCES 0 IES LIST Giued & Nailed Decking is Required i ' ~ S R ! Direct Appiisd Ceiling of 112 Gypsum is Required , ~ Floor Deckin :23132" Panels 24" 5 an Ratin ~ . ~ Pct 40' 11 718" TJI 110 'Dist 1 1 g ~ p g} t Pct 14' 11 7/8" TJI 110 joist 1 1 Normal O.C. Spacing =16"` ~ I ~ti ~ " Pc3 12 11 718 TJI 110 joist 1 1 "Unless noted oti~erwise ~ ~ I ~ a- ` Pc4 7~ 11 7/8~ TJI 110 Joist 1 1 Pc5 4 11 718 TJI' 110 joist 1 1 I i ' ^ _ ' Rm1 1ti' 1 1/8" x 11 7/8" TJ Rim Board 1 4 ~a (3E~t ~JCale: N.~..~ ~ ~ t 1 J i ; i Rm2 1 fi 1 118 x 14 TJ Rim Board 1 1 Sh1 .4' x 8' 23132" Panels 24" S an Ratin 1 3fi I I P S) ~ I _ Rm Rim Board' Pc Parallel Closure ~ • r" Hd3-1t ~ ~ I a ~ Pct Ja3S'egMM€Nr~ • HANGER LIST -Simpson Strong-Tie Company, Inc.~7 BQB WEBB BUILDERS • executive murifield greens series Plot iD Qty Product Labe{ Top Nails Face Nails Member Nails Notes Inverness 2.3 car courtyard LEV ' THE BLOOD RESIDENCE EL COMMENTS H1 9 IUT11 10-N10 2-N10 7883 NASSAU LOOP - SYMI3QL LEGEND HZ 10 IUT11 10-N10 2-N10 SECOND FLOOR DECK H3 11 IUT3514 14N10 2-N10 H4 1 iUT11 10-N10 2-N10 ~ Note~from Operator , H5 1 HGUS5.50l12 56-16d 20-1fid double shear ^y Point Load H6 1 0410 ~ 14-N10 6-N10 Line Load G~ Area Load CREATED BY Detail Callout Label ' The Dealers Lumber Company , (See Framer's Pocket Guide) 200 KintnerParkway Hd-t Header, and -t indicates quantity of 2x Sunbury, OH 43074 trimmers required at ends (740}965-9663 • FAX: (740}•.965 8695 Required Bearing Length in inches r` (Adequate bearing has been provided if _ bearing length is not indicated.} - , Page 2 of 3 ' ~ i _ FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42 (#693) 06.42 D6A2 S6A2 P6.42 t