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07201127 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 1 RESIDENTIAL OCCUPANCY PERMIT f 4 This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 55' 'C,` 1 tl l i Y~> PERMIT NO.: BY i 4, FINAL INSPECTION DATE: =t~ City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 10 July 2008 Vendor # : 24279 Vendor Name: Duffy Villas, LLC From Department: Building Address 1: Address 2: Finance/Purchasing Use Only: Cit State: Zip: Unit of Account Item Quantity Measure Description Number Unit Price Extended Price 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 5798 Cri hton Drive 4 Permit No. 07-201127 $11,000.00 $11,000.00 5 6 7 8 PLEASE INCLUDE ADDRESS & 9 ,PERMIT # ON CHECK STUB, THANKS. 10 Date Department Head Approval - ° TOTAL $11,000.00 Building Permit No.: Q q • ;DOI I a-4 ro' ct Address: 539 S V ~ C~o~ n O r W, Ili Inspection Date AP DA Ins Comments Wftection Date AP DA Ins Comments Plumbing I sulation n Underground Sewer Footing 1tgfa 5 51? e Final Electric Foundation ~~Zf 4? R- Final Steel Plumbing Foundation rdj Final HVAC /3//~~ q,~? a2 ,9yo Final Gas r Wt rf Lftl, r Radon /r~f te Preslab Piping Rough Engineering Electric (CWA) Engineering Electric G7 (Pre-Sod) Service Final 3 j7$~ M(_ [30&L>*(0000 Rough Engineering 1 Plumbing I Gas Piping ~{07 P Slr (Rough) Rough HVAC 13V7 Sf Final Zoning Fireplace B3a1 Zoning Rough Occupancy Framing o; C7 ~~7f t~ , , , c,, oZ SyJ D l Division of Building Standards 5800 Shier Rings Road. Dublin, Ohio 43016 Phone: VfI'DD 614/410-4670 701TY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between dr-tcy C 33 (Pro~d/~ct Mana er/Ge eral Contractor) Herein after known as the Project Manager/General Contractor, and lL~~~,5 ~~~e (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 Managgerr/General Contractor, who is constructing a new premises at: Building Permit No. (97-20117-'7_, has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) 6 i Op 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 \\DUBLINDATA PER_SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AG REEM ENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. -8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. ' 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. 3/ ~ Oe Project Manager/G eral Contractor Date Project Man er/General Contractor (Signature) (Please Print) Vic for -bas ~eV 19 y0210 p Owner/Occupant Date Owner/Occupant (Signature) (Please Print) 4olWe\-yty of Dublin Date `.\DUBLINDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AG RE EM ENT.doc Page 2 of 2 Updated 4-02 yryfd L,[ ii~l to O; 610, cr) A- '7 At, r - Lo aT4 ~Q¢] C a rU CO Ca" w nu r7J ` ~.a r7J Co ,I, O Y.a = O s O . • O Jlklt • O w1 W • 3r~ _ i~c fFf - h t'~ ~ : * IiYe''~'rr 1F1- y„ * C = t'r is Y to r~ t r' O" v r E ~k ws Lfl Jill it a cm * O Ln h * ? Ln v o a c O a * R c O Coll O g O 32 f Y is ,r m O O • z F * a' N ~ * 1+ f~ aF-O aF- o 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 PLEASE PRINT ALL INFORMATION Applicant: Dh& H S Company: Site: 5718 Cr'r aka n Dr - (Provide Detail Plo an of Lot) Q rr Lot No: '7O Application No: 7- 2011 t3 Subdivision: Vi R&I a(~ BallnnTra& 3 PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved W "Approved For Conditional Occupancy Q/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 I3 5. Erosion Control/Sod or Seed (Ord:?-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (OR:C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/l=ire Hydrant) ? 7. Handicap Ramp (Install/Replace) 115. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 2116. 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: So 0 o0 I A S V10-rilk-54116.4 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 - Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type Application # I 1,2 -7 Date ? 3l/G ~l The undersigned inspectors checked your property at for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 3 Is/~ G -t f,~r E/1 / v tom/ G c/ 13 130"--4W hVe, r-'4 41 g'/ /.W/,- eye 0 Y ? APPROVED 0 DISAPPROVED By CONDITIONAL CITY OF DUBLIN Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016 Inspection Requests: (614)410-4680 Telephone: (614)410-4670 SUBCONTRACTOR DISCLOSURE Application Number: 0?-.2011z7 Project Address: S7Q8 616afi6ty &n ?e General Contractor: DUFFY HOMES INC. Telephone: (614) 410-4100 All registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME DUBLIN REG. # (required) EXCAVATION Q ELECTRIC HVAC PLUMBING 1-7-01 CONCRETE ~h 3705-O? LANDSCAPING SANITARY SEWER The General Contractor is required to provide a completed copy of the above information to the Building Official at the time of the Certificate of Occupancy inspection. Building Permit No.: 0 • x011 Project Address: Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation p, Underground Sewer ~n g~ Footing 1t1lo? Final Electric f4 Foundation 9,AF ? W W jPW Final Steel Plumbing /3L Foundation !w Final HVAC I, Final Gas f4 Fft ~LWc C?-( r Radon lee;,, 1HP Preslab Piping Rough / Engineering Electric (CWA) Engineering Electric 067 (Pre-Sod) Service Engineering AS AIL O3oi-L>-*(Ofooo Rough 1 Plumbing Gas Piping 1114w (Rough) Rough HVAC -*C7 Final Zoning Fireplace 674.7 oning Rough Occupancy 13~`~,? Framing c; _ CITY OF DUBLIN Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016 Inspection Requests: (614)410-4680 Telephone: (614)410-4670 SUBCONTRACTOR DISCLOSURE Application Number: 07-.2011 z7 Project Address: S7'?8 CxtUrrroni &v6 General Contractor: DUFFY HOMES INC. Telephone: (614) 410-4100 All registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME DUBLIN REG. # (required) EXCAVATION 64 1/ 30o-off ELECTRIC k'e6 HVAC / PLUMBING AC'URA re 7-v CONCRETE el3-705-og LANDSCAPING ~ntrtE~Y~~~o 5 (f q-'l~ ~ SANITARY SEWER The General Contractor is required to provide a completed copy of the above information to the Building Official at the time of the Certificate of Occupancy inspection. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION r~~?? PLEASE PRINT ALL INFORMATION Applicant: DgTT"v Homes Company: Site: 5=718 GPI kton Dr. (Provide Detail Plot-Plan of Lot) f Lot No: '7d Application No:Y 201 l2? Subdivision: \1t 1 (a5 d_ Sa {(an cLe- PLEASE 3 • D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved d Approved For Condition Occupancy CJ` 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 'C3 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 10L- r7_3-Oa (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: 004D i0 00 WCI S 11c l- io3( (fJ 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: f Date: 31 Z.5 Los Re-Inspection: App roved ? Disapproved ? Conditional Inspector: vaz~ Date: \1J - Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP . P & L SYSTEMS, INC. SURVEYORS & ENGINEERS 171 CHARRING CROSS DRIVE WESTERVILLE, OHIO 43081 PLOT PLAN FOR: DUFFY HOMES, INC. LOCATION: CITY OF DUBLIN, COUNTY OF FRANKLIN TYPE OF HOUSE: SCALE: 1 "=20' LOT NO.: 70 SUBDIVISION: VILLAS DATE: 9 JULY, 2007 PHASE 3 REV: 10 JULY, 2007 HOUSE F.F. -939.2 0 10' 20' 40' TOP BLOCK = 938.0 SAN. SERVICE INV. =925.47 F.F. GARAGE =936.3 TOP OF BASEMENT FOOTER = 929.0 EX. TC 934.80 L)LLA LEY- 935. S 33°51" 43" N 52.00' x 934 FS 2 5.s' 3 5.2 H QP a 2 lo I o I DRIVE G 10 I a I 5.3% I ui 936.3 N 3.8' 24 ~ NOTE: 1'~,~4 1) BUILDER TO PROVIDE EROSION r CONTROL AND TREE PROTECTION PER APPROVED SUBDIVISION PLANS. Lu I n I .o n `ISY?i"'5Yj 2) EACH HOME SITE AS DEVELOPED SHALL MEET DRAINAGE `4' S0. REQUIREMENTS OF THE OVERALL a 5.33' A PAD SITE PLAN. DRAINAGE BETWEEN co ,vow HOUSE TO BE MAINTAINED WITH SWALE AS NOTED. Z 6 M 12.3 00 M 70 I 71 NO KNOWN NO KNOWN I H'.;EBY CE Y T AT THE BUILDING LOT AREA = BUILDING 1.500 ACRES M GRADE ELEVA I S HOWN ON I I Wvb)(tQ W--tQ-AIVV~X- V11 THIS PLOT III N AE THE 0.33' n_ -k RESULT OF AN' BUILT" SURVEY I Iu^ 0vwv PERT ED N 4.67 3.67 3. 7 pQA,.. 1.5- .6 Q 3.5' .67' N ri STONE ENTRY PIER I x~ 0 936.3 . TYP. OF 3 w w 'DATE I SURVEYOR OR BUILDER SI URE I n u n c g .6 ° o rim I - - HY o RANT- w w w w w^ w w- ~ZL, 4yo- a¢ ~~FENCE WALL OR X 935.2 11',13 1 4 ' 72m N 935.0 v w HEDGE OPTION ~ w CENTER OF PIERS T.C. 935.00 S - h h 3 ~ T ~ RIGHTON DRIVE z= T.C. 935.40 (25 .O. W.) T.C. 935.00 oz~ SAN SAN SAN SAN SAN SAN U W w g5 U 0w O ~ Ln THIS PROPERTY IS LOCATED IN FN( INFF.RIN000NfPLfANCE FINAL PLOT PLAN FLOOD 20NE: "X° City of Dublin 5798 CRIGHTON DRIVE COMMUNITY PANEL: 39049C APPROVED AS NED DUBLIN, OHIO PAGE: 0108 G P 08. 01.0 DATE: AUGUST 2, 1995 DRN.: AC CK.: BW JUN-02-2808 12:15 P&L SYSTEMS. INC. 'D. I. S. =?d o'_1 4911,19 '_2 • P & L SYSTEMS, INC. SURVEYORS & ENGINEERS 171 CHARRING CROSS DRIVE WESTERVILLE, OHIO 43081 AS-BUILT SURVEY FOR: DUFFY HOMES, INC. LOCATION: CITY OF DUBLIN, COUNTY OF FRANKLIN TYPE OF HOUSE: GARRISON X SOT NO.: 70 SCALE: 1 "=20' SUBDIVISION: VILLAS AT BALLANTRAE, DATE: 30 MAY, 2008 PHASE 3 0 10' 20' 40' L LM 939.0 PROPOSED SPOT GRADE 938.7 EXISTING SPOT GRADE AS OF 05/20/08 DELANCY ALLEY (16' R~) 935.3 S 33°51 43" E 52.00' PHAS£ 1 935.3 935.2 934.9 _ PHASE 3 P.K.F. 935.2 P F 934.7 EXIST. H I DRIVE BENCHMARK - TOP 36. N ^ I o OF CASTING OF A I 936.7 I ~ CURB DRAIN INLET 936.3 ON THE SOUTHWEST 3 8' 4 SIDE OF CRIGHTON NOTE:HOUSE DIMENSIONS AND 0 ?y DR., NEAR THE N.W. OFFSETS ARE MEASURED TO r COR. OF LOT 16. THE BUILDING FOUNDATION N UNLESS OTHERWISE NOTED. STONE oo ELEV. = 935.00 M PATIO I N N ~ I _r Oo 1' Z a " rn 1 • 12.3 ; N 00 70 71 I NO KNOWN N EXISTING f' EXISTING ..I FOUNDATION BUILDING HOUSE I 5798 CRIGHTON DRIVE G • 0.33' DUBLIN, OHIO 8 4.67 r7 3.67' 3.67 N 5' _ 1 28 7' n N .6 1 ^ 3.5' o 936, 3 o R I 00 936.9 °D SIDEWALK I.P.F. I..F. 935.5 935.2 N 33°51'43" W 52.00' 935.0 s 935.2 ~E 011' CRIGHTON DRIVE tn BENCHM Kg 1MLLIAN y~0 (ZS' R.O.W.) WEBER - - - - - - - T.C. C.D THIS PROPERTY IS LOCATED IN O~t~sSC'/ST ONAI S FLOOD ZONE: "X" F yw~nNtf COMMUNITY PANEL: 39049C ~0-- ~2 Ugj g P & L SYSTEMS, INC. DAT PAGE: 0108 G DATE: 2 AUGUST, 1995 DRN.: AC JCK,: BW s TOTHL F.02 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 DUFFY HOMES INC. 495 S.HIGH ST SUITE 270 COLUMBUS, OH 43215 June 23, 2008 RE: Conditional Occupancy Approval Nearing Expiration Application Number: 07-201127 Address: 5798 CRIGHTON DR Project Description: SQ FT 5528 Subdivision/I.ot VILLAS @ BALLANTRAE 3 #70 Dear DUFFY HOMES INC.: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval will expire on June 01, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final inspections, please call the Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure that paperwork is on the jobsite prior to the inspection. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey Tyler Chief Building Official Sep.24, 2007 4:57PM BBCM No-9364 P. 2 BBC-M September 20, 2007 SOLUTIONS TO BUILD ON 01107248170- R 7Z o fC Z Z Mr. David Malone Duffy Homes 8760 Orion Place Columbus, Ohio 43240 Re: Footing Excavation Observations Ballentrae, Lot 70 5798 Crighton Drive Dublin, Ohio Dear Mr. Malone: in accordance with your request, BBCM Engineering, Inc. (BBCM) has observed the footing excavations at the referenced lot. A summary of the work performed is submitted herewith for your records. On September 17, 2007, BBCM observed that water was seeping into the northwest corner of the basement footing excavations where the sanitary sewer tap entered into the proposed structure. As recommended by BBCM, uncontrolled backfill and natural saturated soils were removed to depths of up to 7 feet below the plan basement footing grade. The soils observed in the bottom of the overexcavation appeared to consist of very-stiff to hard natural cohesive soils. The overexcavation was backfilled with K-Krete up to the plan basement footing grade. BBCM recommended that two No. 4 steel reinforcing bars be placed across the transitions from K Krete to natural bearing soils. On September 19, 2007, BBCM returned to the site to observe the final footing excavations. The garage and porch footing excavations were terminated in hard natural cohesive soils with hand-penetrometer readings ranging from 4.0 to 4.5+ tons per square foot (tsf). The basement footing excavations were terminated at plan grade in natural granular soils (fine to coarse sand) intermixed with cohesive soil. Penetration into the bearing soils with a No. 4 steel rod ranged from 2 to 5 inches. Standing water (groundwater seepage) was observed throughout the basement footing excavations. BBCM recommended that the excavations be mucked out and that two No. 4 steel reinforcing bars be placed throughout the entire basement wall footing excavations. Based on our field observations, the bearing conditions observed are expected,to provide adequate support for the proposed residential structure. Our conclusions are. based on the assumption that soils conditions with depth are as good as or better than -those observed at the bottom surface of the garage footing excavations.' The... ek6avation dimensions appeared to be in accordance with the approved plan minimum specifications. 6190 Enterprise Court 9 Dublin, OH 43016-3293. Phone 614.793.2226 9 Fax 614.793.2410 Sep.24. 2007 4:57PM BBCM No-9364 P. 3 We appreciate being given the opportunity to be of service. Please do not hesitate to contact this office if you have any questions with regard to this correspondence. Respectfully submitted, BBCBM Engineering, INC. /'~p0 `N Dublin, Ohio y'0 \ f .1l=LPHEY r i TRIPP ~ . ~ #E-66581 t rk R. Abate, P. E. # AFG~sT~, ry ripp, P.E. Project Engineer, S+~NP?1- ect Engineer p~Nr...nnN 'Submitted: 2 copies Enclosures: Field Sketches (2) Footing Excavation Observations 2 Ballentrae, Lot 70 BBCAM Engineering, Inc. yep, [4, LUVI 4. 5I rive DDWY1 r No. y)04,~. ProjectlProposal No. o tt o l?-af . LI O Calculated By Date (°t SOItJflONS TO HUN D QN cmam.n (21a)m-e4» ckv une cziy ow-100D Project/Proposal Name gwk1~-m 61- 10 Checked By Date CdwtlXt(614)706.2226 o yro- (W7) 424-1011 Subject Sheet of s~.0 i ~ ...MZ•1~: 6.s ~1t•_~. i .y r.' w. '.,,~-r..,:.y. :~W.,,r. JI- T. i I.. ...,f - t y ...j,.....d..., ,..f ...j , j l i { t I1 . . i yep. [4. [UUI 41rm 1u0. y~o4 r. 4 soiunoks To euun oN Project/Proposal No. ~l - Q 7c 1. 70 Calculated By bate Ck-6n j (613)771-6471 Project/Proposal Name Checked By NIA Data clowam (210) 901 .1000 g o cakirnbw (814) 793.2226 '7 Q Sheet Of Dayton (937) 4241011 Subject CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. O PC12 APPLICATION FOR ELECTRICAL PERMIT Job Address c t j C.SklO v\ Parcel No. Subdivision c, a, y ' J ~A -Lot No. 0 Owner Name holy\ t, s Telephone 4#0 0 0 ContractorName_R`espoiNse flee: firC Telephone ~U Contractor Address Dublin Registration No. Residential: New Sq. Ft. 5 Z Alteration/Addition Sq. Ft. 6D Temporary Service $40.00 ` $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. oV 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 $ e 4j JOB DESCRIPTION F~ This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner 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 . . . . . 07-00201127 Date 9/12/07 Property Address . . . . . . 5798 CRIGHTON DR Parcel Number: 274-000340 Alternate Address: VILLAS Q BALLANTRAE 3 #70 Tenant nbr, name . . . . . . SQ FT 5528 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Duffy Homes Inc Contractor . . . . . . . . . DUFFY HOMES INC. Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Make sure backfill from house does not mix with backfill from 12" storm sewer since house is proposed at only 2.5' from pipe. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201127 Date 9/12/07 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building. Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201127 Date 9/12/07 Property Address . . . . . . 5798 CRIGHTON DR Parcel Number: 274-000340 Alternate Address: VILLAS @ BALLANTRAE 3 #70 Tenant nbr, name . . . . . . SQ FT 5528 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Duffy Homes Inc Contractor . . . . . . . . . DUFFY HOMES INC. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 Special Notes and Comments Make sure backfill from house does not mix with backfill from 12" storm sewer since house is proposed at only 2.5' from pipe. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 240.00 .00 .00 240.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201127 Date 9/12/07 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. 02 QSA Date /a-7 t7New ? Remodel ffl 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 5.7 Icg C Ilt>l ~l~ t~'~ 1.~ R t ~"L Parcel No. ?~c Subdivision/Project Name &e__Z1 s 7' U S Lot No `7 Q T i 040 M Telephone Wo - V/O 0 Owner's Name . S Contractor's Name AFL U (Uh-f't Ir U k<1 I•V J 7r~~ L Telephone Contractor's Address 7 S`15 S's L 0 S Dublin Registration Number 0"7 7 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? A How far distant from any dwelling, well or cistern is the sewage tank? N 9, What is the size of the main drain? L4 LA Of what materials do the vent pipes consist? -T Of what material does the house drain consist? ?V L_ "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 Number of remaining fixtures X $10.00 = $ ;Z$C>° Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 3b. 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 l Showers 2 "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 I Wash Fountain Dental Cuspidors Lavatories S 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 Garage Catch Basin Sewage Ejectors GRAND TOTAL 1211 Division of Building Standards \01KE 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 . . . . . 07-00201127 Date 10/05/07 Property Address . . . . . . 5798 CRIGHTON DR Parcel Number: 274-000340 Alternate Address: VILLAS @ BALLANTRAE 3 #70 Tenant nbr, name . . . . . . SQ FT 5528 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Duffy Homes Inc Contractor . . . . . . . . . DUFFY HOMES INC. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 330.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/29/10 Qty Unit Charge Per Extension BASE FEE 50.00 28.00 10.0000 EA RES PLUMBING >1 FIXTURE 280.00 Special Notes and Comments Make sure backfill from house does not mix with backfill from 12" storm sewer since house is proposed at only 2.5' from pipe. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 330.00 .00 .00 330.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201127 Date 10/05/07 Plan Check Total .00 .00 .00 .00 Grand Total 330.00 .00 .00 330.00 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. SEP-26-2007 09 : 26 P&L SYSTEMS. I N[= .:•D . I . S . 614 391 4934 F. -12 02' CI'T'Y OF DUBLIN Division of Building Standards •5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 .Application Number: 7, ZAIIz-7 SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, the undersigned, do, hereby certify the following location of building and elevation of top v` the foundation wall at the referenced.property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02 (k)). Property Owner: Duffy Homes, Iris. Subdivision: Villas at Ballantrae Lot Number: 70 Address: 5798 Crighton Drive Approved Foundation Elevation 413?00 Feet above mean sea level. Actual Top of Foundation 938.0- Feet above mean sea level. Professional Seal: o+~ O ;ILU$ yk ig4ro4furvev, y y~ .a~ 7$47 ti 9/25/07 S NAL Date 18111110 This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. Beucbmark = Top of Garb Inlet along the Northerly side of Crig ton Drive near the Southeasterly corner of Lot 70. Elevation = 935.00. ExceMurvey 02.N14 TOTAL F'.02 This permit form is provided by the Buis....., Odustry Association of Central Ohio as a public service. rq,TJ APPLICATION FOR BUILDING PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE -11111,71 ISSUED IN OHIO UNDER AUTHORITY OF: Zoning District Date ? Bexley ? Groveport ? Westerville Dwelling or Bldg. Permit No. O • 21..®~ l a~ ? olumbus ? Hilliard ? Whitehall Plan No. Addenda No. Dublin ? New Albany ? Worthington BUILDING L ? Franklin Co. ? Powell ? Has deed for this lot been recorded? YES 13 NO ? Gahanna ? Reynoldsburg ? If answer is NO, approval of Planning Commission is necessary ? Grove City ? Upper Arlington ? before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY/ZIP OWNER'S NAME (I otw- BLDR./CONTR. NAME ARCH./ENG. NAME f 2. Street and number location Number Acres A. N S(DN side of 13 Private St. Sq. Ft. B. 11 "1 _ feet, ODE W, from intersection of 3. Subdivision I t U~t TMeAtt--_I~ Municipality ~U Nearest Major Intersections cm-A0+ -7_0'i9LE- 4. County Auditor's Taxing District Parcel No. FEE SCHEDULE e &.2 Al T 21 la aid G k° A. TYPE OF IMPROVEMENT NON-RESIDENTIAL Alter./Add. New Building 13 Repair, replacement 13 Church or religious 13 Swimming Pool Plan Exam. ~ Addition-Alteration ? Industrial ? Parking Garage ? Office, Bank Other ? Other ? Accessory Garage ? School ? Public Works B. OWNERSHIP ? Other TOTAL Private ? Public (Federal, State, E. PRINCIPAL TYPE OF FRAME BUILDING CONTAINS ? Non-Profit Loc 1) ? Masonry (wall bearing) ? Structural Steel Gross Sq. Ft. C. COST (Omit Cents) $ obb .00 Wood Frame ? Reinforced concrete 1909,6117-1 ivingArea D. TYPE OF USE Other Sq. Ft SIDENTIAL F. T E OF HEATING FUEL One family ? Two family ? Three family Gas ? Electricity Garage ? Four or more family. ? Other BUILDING DIMENSIONS ? Accessory Garage ? Swimming Pool G. YPZ E OF SEWAGE DISPOSAL ? Other X Public Sewer ? Private system Total No. of Bedrooms: H. TYPE OF WATER SUPPLY Bathrooms: Public ? Private (well, cistern) Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to buildin d bull and t construct the propos d b ildin or stru t e or make th proposed change or alteration in accordance with the plans and specifications submitted herewit , d y he' mation and oer's t iv nth' plication, d wings and specifications t Xtb st of eir knp ed e, trued cor ect.,n~ Applic tion ILALAPP, Address ~(,/J //CJ Age nature _ _ _ _ _ _ _ _ O NOT WRIT ELOW THIS LINE (Office Use) W _ Pla n Examiner,'~sJA/pproval: D tZoning Ap I• D g Authorities App Signature_ lL(1j ~.~1 s rSignaturtur. DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy 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 . . . . . 07-00201127 Date 8/09/07 Property Address . . . . . . 5798 CRIGHTON DR Parcel Number: 274-000340 Alternate Address: VILLAS @ BALLANTRAE 3 #70 Tenant nbr, name . . . . . . SQ FT 5528 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Duffy Homes Inc Contractor . . . . . . . . . DUFFY HOMES INC. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.00 Plan Check Fee .00 Issue Date . . . . 8• •'O--1 Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201127 Date 8/09/07 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments Make sure backfill from house does not mix with backfill from 12" storm sewer since house is proposed at only 2.5' from pipe. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00 RES CERTIFICATE OF OCC 30.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 1000.00 .00 .00 1000.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 700.00 .00 .00 700.00 Grand Total 1700.00 .00 .00 1700.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST c a Application No.0 7 - .261/2 7 T o w CL m m Date Reviewed ?4L;2/0 -7 t7 E 0 cm 0- Plan Reviewer's Comments & Notes Reviewed By o o d o a + L) Approved Disapproved o Z i -0 -0 + a c ~ OBBC Model Energy Code M C Check worksheet required Manual J/Electric Loads ? Ho ses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads ? 73/4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 / ScMdules 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 13/8" s.c. or 20 min. door and 5/8" gyp. tad. Type Won all common walls per City Ordinance R310 Bedroom Emergency Egress 15.7 sq7 ft. (24" net hgt. 20' net width) max. window still hgt. Of 44" a. 1. f. R311 Exits ? R311.4.2.1 Interior Doors ? Bath 24"x 6'8", habitable space 216"x 6'8"(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 1/2-gyp. 8d. Type X" R313 Smoke Detector Locations Bsmt.lhallwaylbedrooms wired to prime electriclbattery pack - upfinterconnected 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" info masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans woe 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 & steell3' for masonry & concrete R502.11.4 , Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST C T o m E E 0' a, m ° o` d cc CV a c U Z a Plan Reviewer's Comments & Notes d a a m ° o 0 _y 2 C C) R503 0: Floor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers R602.10 Wall bracing Tables 502.5(1) & R502.5(2) R603 Steel wall framing R703.7 Masonry veneer R802 Wood roof framing Table 703.4 R802.3 Framing details show truss profiles on roof pla R802.4 Allowable ceiling joist spans Rafter ties, joist not perpendicular to rafters R802.5 n Allowable rafter spans R802.10 Roof trusses Stamped engineered roof trusses R807.1 Attic access inspection required at framing R 1001 Masonry chimneys 22"x 30- RIO 2 Factory built chimneys Spark arrestor with rain ca per Masonry fireplaces R1003 Spark arrestor with rain cap City Ordinance R 1004 Factory built fireplaces Taf~ 1003.1 & Figure 1003.1 R 1005 Exterior air supply M1701 Combustion air R602.3.1 Stud size & spacing 50 cubic per 1,000 blu/h Tale R602.3.1(2) t •a Front & Back Form Revised 04/12/05 • t CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/''DD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: 7h)9\A Orn~ S Company: Site: (Provide Detail Plot Plan of Lot) 1 ` ` Lot No: ~ Application No: 01• 3110tk ~k1 Subdivision: i L as lan"~a PLEASE e- 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 Division of Land Use and Long Range Planning 5800 Shier-Rings Road - Dublin, Ohio 43016-1236 Phone: 614-410-4667 • Fax: 614-718-4346 Memo CITY OF DUBLIN To: Tim Carr, Duffy Homes 1 From: Velma Coen, Development Review Specialist; Date: January 10, 2006 Re: Villas at Ballantrae Staff has reviewed and approved the Garrison X patio home design as submitted on January 5, 2006 (see attached) with front, two-story portion finished in stone and the use of hip roof on garage and front, two-story portion for use on the home sites for the Villas at Ballantrae. Staff has approved the design ONLY as submitted for use as an additional variation to the original design matrix. It is understood, however, that this model must include the stone as shown. Authorization for any other variation of the Garrison X, including a modification with less stone, will require review and approval by the Planning and Zoning Commission. Thank you for your cooperation in this administrative review of this additional design. attachment cc: Dave Blair, Glavan Feher Architects Inc. Claudia Husak, Planner Gary Gunderman, Assistant Director Systems Description Form Job site Address: '51% CP-1G ffDM-PRIYC Contractor: D~- VII(aS; LL(- WORK TYPE: [l"A NEW [ ) REPLACEMENT HEATING, VENTILATION 6 AIR CONDITIONING SYSTEM DESCRIPTIONS (select items as Iis ted) 1. Furnace location: SasL n.t. G _age ritt C Ct..er _ 2. Water Le:7=e_ =oc:a%icn: n Garage ?=..=_c Othez 3 Cor.denaing unit location: pear on. Side vard (left) (right) 4. Furnace / water-heater capacity: ETU's 5. Fuel ty:pe: ,3t17ra_ a L.' Electric ' E. F_..nace~ ArrJi : sa.t`_no: 602 905 .1 j 1. Cit:ctwork type: ~hect ^rEtal Duct beard ' 8. Air conditioner capacity: Ton Ai- Conditioning SEER sating: 11 12 19 14 la 16 10. Location of gas meter Front yard Rear yard Side va c (-eft" (;ig tJ _1. Lcczt±o of var,t _ernar--; for: (Dryer: F_c7t/teas :n1V !other- ; (Furnaco: _'ront/re=- side Gr othor 1 (Water heater: front/rear iida A:- other ) PLUMBING SYSTE.'•S DESCRIPTION (write in number of -fixtures below) Descr=Lotion Count Description Count Description ~ Count - l t1'ctEt Closets Dis. 'd5*EL$ I $.waye grinders lava_ _v si^:s Garbage disposals [ Bidets - / Y(hirlcool tabs / Drinking fountains / Labora ory s_n}:s ) :ot I_ubs Urinals / riot water dispensers S^a.I:rooo bowls I'13ter heaters ! [ Flo--r drains 1 Grease/oil i:l'te.rcep I / sackflow cTe-V Ces Laundrv tubs I Floor sinks I 1vashera auto ati S size below for building twain drain: ( S. o ..:,p.S s inch 4 `ncI 6 inch Buil ng water service size: inch I inch 1 %I inci I inc. 2 1-rch I Building water servico type: c.:>;pe Fvc /_plast_c ELECTRICAL SISTMEM DESCRIPTION (w=-41.e- in_sizAs recruired and select it,•ns listed below) Underground vic4 22-5 AMP Cl~' ~tt35C =e phase gum'be: of 120 C ad se=Yi,ce I 1 N circuits: 4(0 14urnber of 240 volt j Sersica conductor Ser7ca size: Service CC^_L•cto_ tti c: (alum '_n-ar.) C I-Ie:~, ( 225 PVAP/'q0 C IQLu IT Grounding electrode Service oca for :,si)e CC:r1vuC;,Cr a':.:.$: c.J1Y i -4 k (0 Gr ; ,_rg electrode Attach load calculations per NEC 220 Co::d~,Ct.:r type: r (al1:.Tt_num) (G^.cpe=) ~ (.e=er to attached Fxa.-_les of load calculations) s 0`?-90/!a`7 kc 8f .,;t-/ v 7 CNJ( REScheck Software Version 4.1.0 Compliance Certificate Project Title: Lot #70 BP Report Date: 07/18/07 Data filename: C:\Program Files\Check\REScheck\70 BP 10 seer.rck Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: 5798 Crighton Drive Duffy Villas LLC Michelle Huffines Dublin, OH 8724 Olde Worthington Road Duffy Homes Inc Westerville, OH 43082 8724 Olde Worthington Road Westerville, OH 43082 ':1 Maximum UA: 677 Your Home UA: 585 = 13.6% Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 2225 35.0 0.0 71 Wall 1: Wood Frame, 16" o.c. 877 13.0 3.0 58 Window 1: Metal Frame:Double Pane with Low-E 60 0.350 21 Wall 2: Wood Frame, 16" o.c. 2300 19.0 0.0 115 Window 2: Metal Frame:Double Pane with Low-E 304 0.350 106 Door 1: Solid 27 0.350 9 Door 2: Glass 46 0.350 16 Basement Wall 1: Solid Concrete or Masonry 189 0.0 0.7 82 Wall height: 1.0' Depth below grade: 0.0' Insulation depth: 1.0' Basement Wall 2: Solid Concrete or Masonry 1452 0.0 5.7 107 Wall height: 7.7' Depth below grade: 7.7' Insulation depth: 7.7' Furnace 1: Forced Hot Air90 AFUE Air Conditioner 1: Electric Central Air13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.1.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. M k ,ewe 4AA'nes kcK\ ~~t-~-1 o Name - Title Signature Date Lot #70 BP Page 1 of 4 CNJ( REScheck Software Version 4.1.0 Inspection Checklist Date: 07/18/07 Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-35.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-13.0 cavity + R-3.0 continuous insulation Comments: ? Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: ? Basement Wall 1: Solid Concrete or Masonry, 1.0' ht / 0.0' bg / 1.0' insul, R-0.7 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. ? Basement Wall 2: Solid Concrete or Masonry, 7.7' ht / 7.7' bg / 7.7' insul, R-5.7 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: ? Window 1: Metal Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 2: Metal Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ? Door 1: Solid, U-factor: 0.350 Comments: ? Door 2: Glass, U-factor: 0.350 Comments: Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air: 90 AFUE or higher Make and Model Number: ? Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Lot #70 BP Page 2 of 4 Recessed lights are 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, fixtures are installed with a 3" clearance from insulation. Skylights: F1 Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ll Supply ducts in unconditioned attics or outside the building are insulated to R-8. J Return ducts in unconditioned attics or outside the building are insulated to R-4. L1 Supply ducts in unconditioned spaces are insulated to R-8. ? Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. n Where exterior walls are used as plenums, the wall is insulated to R-8. Duct Construction: Ll Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ll The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist 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 is provided. Service Water Heating: Water heaters with vertical pipe risers 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. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Ll Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Lot #70 BP Page 3bof 4...,_. r Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water. Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes . Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Lot #70 BP Page 4 of 4 rl~ 7 ` O-7 -,2o Air kVMAI GE OTECHNICAL CONSULTANTS, INC. liated with Geoenvlronmental Consultants, Inc. November 10, 1999 Ms. Deborah Rurik-Goodwin Multicon Builders, Inc. 500 South Front Street - Suite 770 Columbus, OH 43215 Re: Subsurface Exploration and Foundation Engineering Report Proposed SW Dublin Golf Community Project Woerner Temple Road - Washington Township, Ohio GCI Project #8141 Dear Ms. Rurik-Goodwin: Geotechnical Consultants, Inc. has prepared a Subsurface Exploration and Foundation Engineering Report for the above referenced project. After you have reviewed the report, feel free to contact us with any questions you may have. This report supercedes the Partial Subsurface Exploration and Interim report issued on October 28, 1999. We appreciate the opportunity to provide our services for this project and hope to continue our services through development. Respectfully submitted, Geotechuical Consultants, Inc. l IVIA Curtis L. Miller, P.E. JSenior oject Engineer o o, P.E. Reviewer Distribution: Ms. Deborah Rurik-Goodwin @ Multicon Builders, Inc. - 3 copies Mr. Bob Wynd @ M-E Companies -1 copy Mr. Michael Fite @ Bird Houk & Associates -1 copy File - 1 copy 720 GREENCREST DRIVE o WESTERVILLE, OHIO 43081-4902 a 614-895-1400 v FAX 614-895-1171 TABLE OF CONTENTS INTRODUCTION I SITE AND PROJECT DESCRIPTION ...............................1 SUBSURFACE CONDITIONS .........................................................................................................................2 ANALYSIS AND CONCLUSIONS ..................................................................................................................3 GEOTECHNICAL EVALUATION FOUNDATIONS SEISMIC FACTOR BASEMENT AND GARAGE FLOOR SLABS RETAR,UNG STRUCTURES EXCAVATIONS AND GROUNDWATER SLOPES PONDS PAVEMENTS SITE PREPARATION AND EARTHWORK FINAL 7 APPENDIX FOLLOWING PAGE NUMBER 8 General Notes for Soil Classifications General Site Location Map USGS Topographic Quadrangle Boring Location Plan Soil Boring Logs . 1 INTRODUCTION As requested and authorized by Ms. Deborah Rurik-Goodwin of Multicon Builders, Inc., Geotechnical Consultants, Inc. (GCI) has performed a preliminary and limited subsurface exploration for the proposed SW Dublin Golf Community Project to be located west of Columbus (Ohio) in Washington Township, Ohio. Bird Houk & Associates provided GCI with preliminary site development information prior to drilling. No final site or grading plans have been developed. Our report does not address environmental issues. The intent of this report is to provide the results of the drilling program, evaluate general subsoil conditions encountered and offer preliminary recommendations relative to anticipated development. After completion of grading and utility plans, a review of subsoil conditions and additional borings will be necessary at specific building locations. Our study consisted of 30 standard penetration borings performed across the site and walk-over site observations. Copies of the test boring logs are appended to this report and the approximate boring locations are shown on the attached sketch. We have attached a sketch showing the approximate boring locations and copies of the boring logs. Boring locations were established visually from assumed property boundaries and site landmarks. We placed wood stakes near the majority of our drill holes so that M-E Companies could include the hole locations in a survey of the area, however several of the stakes were removed by farmers during plowing. This report has been prepared for the exclusive use of Multicon Builders, Inc. and their consultants for specific application to the referenced SW Dublin Golf Community Project in Washington Township, Ohio in accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed or implied, is made. SITE AND PROJECT DESCRIPTION The site is irregularly shaped, approximately 550f acres in total size and located within an existing residential and agricultural area, west of Columbus, Ohio in Washington Township, Ohio. Shier-Rings Road, 2 houses and farmland border the north portion of the project. Farmland and houses, with Avery Road further east border the east portion of the site. Rings Road, houses, farmland and railroad tracks bound the southern portion of the property. Cosgray Road, houses and farmland border the western portion of the site. A general site location map is attached to this report. The subject site contains several residences, farm fields, treelines and wooded areas on approximately 550 acres. Woemer Temple Road generally bisects the property in an east to west direction. Kramer Ditch enters the southeast portion of the site and Cosgray Ditch enters the northwest portion of the site. A high pressure gas line enters the north portion of the site on the eastern quadrant. Proposed :construction is to consist of a mixed-use development to include single and multi-family construction, retail and light commercial areas, a golf course, lakes and associated roadways and utilities. We suggest that GCI review the final site plans and provide additional recommendations, if needed. SUBSURFACE CONDITIONS On October 19, 1999, GCI mobilized two, truck-mounted, rotary drill rigs to the site and drilled 22 Standard Penetration test borings across accessible portions of the property. Several areas on the eastern portion of the site were not accessible due to existing crops. We returned to the site on November 8, 1999 (once the crops had been removed) and performed 8 Standard Penetration borings in the areas not accessed during the first visit. The borings were extended to depths of 13.5 to 15 feet below existing grades. Approximate boring locations have been indicated on the attached Boring Location Plan. Surface Cover The borings encountered surface topsoil, ranging in thickness from 0.3 to 0.9 feet. Note that topsoil thicknesses can vary between borings and within wooded or low areas. Natural Soils Beneath the topsoil cover, natural soils generally consisted of brown glacial till consisting of clay-silt with embedded sand and gravel. The brown till was stained dark in several borings, to a depth of 1.5 feet below existing grades. Borings B-1, B-12 and B-29 terminated within the brown till at respective depths of 13.5, 15 and 15 feet below existing grades. The till changed color to gray in the remaining borings, at depths ranging from 7.5 feet to 13.5 feet below existing grades. The gray till normally contains more embedded sand and gravel and is less plastic than the brown till. Thin to thicker sand and gravel lenses and seams were encountered within the till. Borings B-2 to B-11, B-13 to B-28 and B-30 terminated within the gray till at 3 depths of 15 feet below existing grades. Standard Penetration N-valves recorded in the natural soils indicate the tills are generally stiff to very stiff in cohesive consistency, with several random medium stiff samples noted. Bedrock Bedrock was not encountered within the limits of the borings (maximum 15 feet). Where deep (over 15 feet) sewers are designed, additional borings should be performed along the sewer alignment. Groundwater Groundwater seepage was observed in B-10 at 7.5 feet and within B-24 at 8 feet below existing grades, within a perched sand and gravel seams of the till. Seepage was not noted within the remaining borings during or after completion of drilling. Note that groundwater observations and levels fluctuate due to changes in precipitation, climate, stabilization time, and other factors that may differ from the time the measurements were made. The driller characterized the retrieved soil samples generally as "moist". ANALYSIS AND CONCLUSIONS GEOTECEMCAL EVALUATION A generalized subsurface profile consists of a variable ft th_topsoil cover overlying natural till soils. The natural soils found beneath the surface topsoil are considered suitable for the support of the anticipated housing and relatively light commercial - buildings on shallow spread footings. Pertinent geotechnical considerations are discussed below. Surface topsoil, vegetation and stumps from removed trees should be removed from below building and pavement areas prior to construction. The natural clay based site soils can become unstable if saturated. Careful routing of construction traffic is advised to help minimize instabilities of near surface soils during wet seasons. Depending on the time of year of construction, the natural soils may be "very moist". The practical ramifications of this for site preparation are that site soils may require stabilization prior to any fill placement. Under favorable drying conditions (late spring and summer), a subgrade stabilization program consisting of disking of the soils to enhance air-drying followed by recommended compaction is expected to be sufficient. During wet seasons (late fall, winter and early spring) air-drying may not be practical, and the use of lime may be required to complete subgrade stabilization. Use of No. 2 stone, punched into the subgrade as a bridge lift, is also feasible if the site is to be filled. Off-site fill or fill from any site cuts or borrow pits may also require drying to achieve compaction, depending on the time of year of the earthwork. 4 Soft/wet subgrade conditions may result in additional materials being removed during surface stripping due to rutting and pumping of the subgrade soils. If work is to be performed during traditionally drier times of the year (late spring or summer), problems associated with soft subgrade soils are expected to be minimal. FOUNDATIONS Continuous wall and column footings bearing in either the natural soils or properly compacted fill soils are feasible and should be designed for a gross allowable bearing capacity not to exceed 3,000 pounds per square foot. Regardless of the calculated values, a minimum width of 16 inches for wall footings and 30 inches square for column footings is recommended. Placement of fill within building areas should be completed to finished subgrade elevation prior to excavation of foundations. Exterior footings should have a minimum soil cover equal to the local frost code depth (32" for Columbus, 36" for Dublin). Interior footings can be placed shallow as feasible provided proper bearing is achieved. If soft soils are encountered at footing subgrade, undercut to stable soils. Undercut areas can be brought to footing subgrade using controlled density fill such as K-Crete. SEISMIC FACTOR The borings encountered stiff to very stiff glacial till. Bedrock was not encountered within the maximum 15- foot depths of the borings. Based on available information we would characterize the site as a soil type S, and accordingly a site coefficient of 1.0 is recommended. BASEMENT AND GARAGE FLOOR SLABS It is recommended that a minimum of four inches of granular fill (washed crushed stone or stone and coarse sand) be placed beneath at-grade building floor slabs to prevent capillary rise of ground moisture. This layer should be 6 to 8 inches thick below basement slabs to enhance drainage to a sump pit. A vapor barrier is normally recommended for below grade slabs and where floor coverings can be adversely affected by water vapor. Any basement excavation with unstable or fill soils at footing depth should be brought to our attention prior to over-excavation. 5 RETAINING STRUCTURES Retaining walls restrained at both top and bottom should be designed to resist at-rest lateral soil pressures, plus any surcharge loads from adjacent slabs. The design loading depends on the type of backfill material used. The following equivalent fluid pressures are recommended: Equivalent At-Rest Soil Tvue Fluid Pressure (pcf) Clay Silt (Site soils) 75 Sand and Gravel 55 (Placed with some compactive effort) Free-draining sand and gravel is the recommended backfill material behind all walls designed as retaining structures. This fill should be placed in a wedge shaped area extending from the base of the wall upward at an angle of 35 degrees from the vertical to use the lower design values. Cohesive soil is not recommended as wall backfill due to its poor drainage characteristics and potential for lateral wall loads resulting from surface frost. We recommend that exterior footing drains and underslab drainage leading to a permanent sump be installed for below grade slabs to minimize the build-up of hydrostatic forces behind the wall and below the slab. EXCAVATIONS AND GROUNDWATER Bedrock was not encountered in the borings (maximum drilled depth of 15 feet). The natural clay-silt site soils can be excavated with conventional track hoe equipment. All excavations should comply with current OSHA regulations. Borings B-10 and B-24 encountered groundwater seepage at respective depths of 7.5 and 8 feet below existing grades. We do not anticipate that groundwater will pose significant problems with shallow footing, utility or basement excavations. If water is encountered in site excavations, the excavations should be dewatered to allow footing construction and backfilling in dry conditions. Additional waterproofing requirements may be needed in areas where a basement excavation encounters flowing water. Use of working mats of crushed stone and local sumps should be sufficient for the anticipated seepages related to the perched sand and gravel. Seasonal 6 wet subgrades may cause subgrade stability problems during site preparation. Subgrades should be brought to a stable condition prior to placement of fill. These have been discussed elsewhere in this report. SLOPES The steepest recommended fill slope without soil reinforcement is 2 (Horizontal): 1 (Vertical), assuming soils are compacted as a structural fill. Although a 2(H): 1(V) cut slope is considered stable, 3(H): 1(V) is suggested and will aid in the establishment of vegetation and feasibility of mowing. PONDS "Wet" ponds can be constructed within the site clay-silt soils. Gouge out isolated sand and gravel layers to provide a minimum of 18 inches of compacted clay-based soil fill. If thick sand and gravel layers are encountered, an 18-inch thick clay layer will be needed to retain water. Water seepage from any wet, saturated sand and gravel layer will have to be controlled to construct a clay-based soil pond liner. PAVEMENTS The glacial till soils typically found in Central Ohio have soil subgrade CBR values ranging from 2 to 6. A roadway pavement design is beyond the scope of this report. GCI can provide one if requested. This would require additional laboratory testing and traffic count criteria. As a matter of practice, roadway pavement areas should be steel-wheel rolled to a smooth surface prior to placement of aggregate base material. Subgrade preparation during wet seasons may require the use of engineering fabric or geogrid. Some adjustment in pavement section thickness may be necessary in the field if softer soils are encountered at actual subgrade. Providing adequate subbase drainage is critical to future roadway pavement performance. Weep holes in all inlets and under drains in any swales are suggested and should be designed by the site civil engineer. 7 SITE PREPARATION AND EARTHWORK As a general approach to the site preparation, the following is recommended: 1. Remove any surface organics, vegetation and stumps (from tree removal) from beneath proposed building and pavement areas. 2. Perform any required cuts and carefully proof roll all pavement and building area subgrades. Soft areas should be stabilized by disking and drying or other appropriate methods. 3. Natural non-organic site soils are acceptable for use as structural fill. Some moisture adjustment may be necessary, depending on weather conditions at the time of earthwork. Any off-site borrow should be approved by GCI prior to its use. 4. Place all fills in 8-inch loose lifts and compact to 98% of the optimum Standard Proctor dry density. The moisture in the site soils should be controlled to within ±3% of the optimum Standard Proctor moisture content. Site soils are generally cohesive and will compact best with a sheepsfoot roller. Any sand and gravel soils will compact best with a vibratory roller. Excessive moisture will make earthwork difficult with the cohesive site soils. Use of lime can be designed into a wet weather fill operation, but is not advised unless air drying is not possible. Some care also would be advised with respect to construction traffic patterns so as to avoid excessive: _ pumping of the subgrade soils. 5. After fill placement for the building pads is completed, excavate for footings. Footings may bear in existing or new fill or natural site,soils. Undercut any isolated soft zones to achieve firm bearing conditions. 6. Pavement areas should be steel-wheel rolled to a smooth surface prior to placement of base aggregate. Subgrade preparation during wet seasons may require the use of engineering fabric or geogrid. 7. It is recommended that this firm be retained to observe proof rolling operations, cut and fill operations and footing excavations. 8. If work is performed during the winter (e.g., when freezing temperatures occur), special protective measures will be required during filling and footing construction procedures. Contact GCI for additional cold weather recommendations, as needed. FINAL We recommend that GCI be provided the opportunity for general review of the final project plans and specifications in order that earthwork and foundation recommendations be properly interpreted and implemented. In the event that any changes in the nature of the development are planned, conclusions and recommendations contained in this report shall not be considered valid unless changes are reviewed and conclusions of this report are modified or verified in writing. 8 The recommendations given in this report are the professional opinion of Geotechnical Consultants, Inc. based on available information and subsurface findings and the assumption that this project will be properly constructed and maintained. Recommendations of this report may be modified based on the final development information, findings of any new borings and construction observations. It should be noted that the nature and extent of variations between borings might not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this report. This report is for preliminary design purposes only and is not sufficient to prepare an accurate bid document. GO appreciates the opportunity to work with you on this project and hope to continue providing our services through construction. If you have any questions or the need for additional services, please call. fivr dull 'li•' _'-r•' utt1V I7ilcM Site Location Ma ~ General p I t_1'1 1 A i l 1 U t. r.~B I ?r tnd?+rnRuuS(:Ink g .P ~ $4~~T Gomer _ . _ • P Ro 3 fb f P (MITER ESLN _ ddb r,P 7 . r i ALL Idn µlp+5 I ilrk ~ OOP RD b ~ r`JL~~+ 5 Ind \ , PERIMT R L , W1d br 1 `PERU RIO PAD ~ IyM{gySjJ19RYSYMIEAD 3 _1 'aey~R° co t x " ;'S m y, qqM ER~II~S RD MI1 - W .•1 ~5W~'y+e~ p~ lv •t4 N O-11 I _"h f:curb'r' l:citrr f)nr•li . LOTS RD i WO R TGAELIC q -LA m a GoRPOR,T c r+rea e RD S ~~~1)LcG o andy-Comers RUN PPr4Hr 1' $ -'Jo° ! ~f j ~ ~ Atl'Lt~1p .yi/ -~1 : °fN "~T"-?a2:.. . C04:•••,~ ~ ~ r c III I ~AtTlt~rt,_•5 PhDsna_ • - ...55''i r- CR a~ 1 ~cl V ^ General Site Location Map cR a Proposed SW Dublin Golf Community Project eF~ Woemer-Temple Road Washington Township, Ohio ' g - OCI Project US 141 ~ 111 r ~ ' i z An•Jru flue _iQ .S~ C i -x o t _ It ~~~1 D1 - 1Lnn ® 1998 DeLomte. S1.. Ad. USA 1 ' ,a n Mag 14.00 Tue Oct 2614:161999 - Local Road E>atlLodging Scale 1:31,250 (at center) - Moor Connector E>at/Food 2000 Feet State Route " E)dt/Other Services Ir -Inlerstale/Limited Access Locale I 1000 Meters I r ' Ij Edt Cemetery Railroad County Boundary Small Town River/Canal EAUGas • 978 161 A ` ~ti,-~1. Jan ,9 c -1. o r jo Lamb I s• 9dr grI Corners I ? I t ~ I I I 1 0~ o t 3 . i j tv I z ` I o 17 3 l as a 1{ SHIER, RAN .I j Sl t G 919 1 ~ J I'-" •1 1~ _ - f:•SI•John I I .r - --fern "-S H S N G. T O N . - t •a •16 RNER ' MPL.E ,I ~ m t t 1 I _ ~ 11,x' 1 , 919' _ 9tdohna B .311 Sandy Cornet's- Ecm cR^MER. 022 O VIC. 41 ~ BM S:~ s9cu 1 t• •NGS j 91e Trailer 9!1 T l e Park USGS TOPOGRAPHIC SURVEY t PROJECT: Proposed SW Dublin Golf Community Project ` It 91 p Woorner Temple Rd - Washington Twp.. OH 4 ' • cc PROJECT NO.: 8141 • ~II 97 DATE: October 1999 DRAWN BY: clm 'I R I •NAYpEN'p~ fI(tI/2rgu a SCALE: 1 2,000' . t d Driscoll, Charlie From: Carr, Tim [tcarr@DuffyHomes.com] Sent: Tuesday, February 22, 2005 2:20 PM To: Kollar, Vince; zEdwards_Driscoll, Charlie; Danko, Rich; Stanich, Chris; Kinsley, Dale (E-mail) Subject: FW: Soil Testing If we have any soil data for Ballantrae or any of our subdivisions this may be adequate to resolve a problem that we are going to be faced with in the near future. Charlie, can we get this info. from you or the Geotech company that may have done testing. As a result of building departments adopting the 2004 Residential Code of Ohio we will be looking at several new requirements. One area will be soil bearing assumed as 1500 psi vs. 2000 psi (Dublin) and 3000 psi in most other areas. We could see 1500 psi enforced in just about every location that we build. This could be expensive to have our Structural engineer go back and check many of our houses. We may just have to increase all pad sizes to work for all cases. Currently our houses show from 24"sq. to 48" sq. conc. pads, depending on how the beam is loaded. This could even affect our footing width and depth when we have 2-story brick veneer. Width and Height could increase to 2011(w)x10"(d) i.l.o. 16"(w)xB"(d). Dale is looking into 1- story brick and brick water tables as they would pertain to footing sizes. Are we to a point where we have soils testing done to keep our plans as shown. Chris/Charlie do you know how much it could cost per house to supply minimum data to make Dublin happy? I can not imagine that the soil Cpl f less the 2000 psi generally. There may be some areas that are except4 to be allot of rock out there vs. soft clay. ~w. In my limited amount of what I have found so far. There may well be other areas this will - loads are going to be a factor as well. Shear walls, every 25-30 `v re already being enforced for Single Family homes in the City c _-ding departments communicate with each other on these J ` issues, meaning we will be other municipalities. Please advise, Tim > -----Original Message----- > From: Huffines, Michelle > Sent: Wednesday, February 09, 2005 9:58 AM > To: Carr, Tim > Subject: Soil Testing > Tim, Tommy brought to my attention that Dublin is adopting a new > code,the residential code of Ohio, effective 3/l/05. The inspector on > his last house mentioned to him a few things that would effect us on > upcoming houses. Dublin will be enforcing 1500 psi soils bearing. We > typically design for 2000 psi. This would require us to send all our > houses to Dale to have him review the loading on the concrete pads in > the basement to make sure they will work at 1500 psi. Instead of > sending everything to Dale, do we want to pursue having soils testing > done on our Dublin subdivisions to show that the soil is 2000 psi. > Please let me know what you would like us to do. We have about 3 weeks > before any permit set we submit will be effected. Thanks. Michelle. 1 AOW* ® GEOTECHNICAL CONSULTANTS, INC. %VAlffilloted with Geoenvironmental Consultants, Inc, SUBSURFACE EXPLORATION AND FOUNDATION ENGINEERING REPORT SW DUBLIN GOLF COMMUNITY PROJECT WOERNER TEMPLE ROAD WASHINGTON TOWNSHIP, OffiO PREPARED BY: Geotechnical Consultants, Inc. PREPARED FOR: Ms. Deborah Rurik-Goodwin Multicon Builders, Inc. GCI Project No. 8141 October 28, 1999 - Interim November 10, 1999 - Final 720 GREENCREST DRIVE o WESTERVILLE, OHIO 43081-4902 0 614-895-1400 o FAX 614-895-1171 L-0 i a`L"t~ ' BORING LOCATION PLAN " " '"r^~v"~ " • PROJECT: Proposed SW Dublin Golf Community Project Woemer Temple Rd. - Washington Twp.. OH PROJECT NO. 8141 DATE: NOV. 1999 DRAWN BY: CLM Approximate Boring Location SCALE: Not to Scale { i I i r { I {