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07201191 Permit File
CITY OF DUBLIN. June 10, 2008 DivW= of Wing Shodm s Tammy 5800 -Rings Road Stewart Title Dublin, Ohio 43016-1236 Agency 259 Schrock Road Prmit 6i4.41a4Westerville, OH 43081 Phone: 6144104670 Permit Fax: 614-161-6566 Lineman-0.468 0 RE: Permit Address: 6833 Bearclover Drive Line: 614-4110-4680 Web Site: www.duMm.oh.us Permit Number: 07-201191 Dear Ms. Darst: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, J r S. Ty , CBO irector of Building Standards Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between Virginia Homes, Ltd. (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, angishore Appaji & Deepa Kamalakara (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 Manager/ jet Con~actorfflio is constructing a new premises at: bzs earc over rive Building Permit No. 07-201191 , 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) .Dune 1, 008 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 MUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICEIWP\DOCSIDOCIFORMSICONDITIONAL OCCUPANCY AGREEMFN-r.doo 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 S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. 1910 Project Managc#RWgl %q Aj a Project Manager/General Contractor (Signature) (Please Print) KI s?oj~c A ~g5~ o~?tdo~ Owner/Occupa t , Date Own Occupant (Signature) (Please Print) shore Appaji or Deepa Kamalakara ~c 0.25-1- ccepted - Ci f Dublin Date 11DUBLINDATA PER SERVERIPERIPERITHOMEw10FFicEIWPIDOCSIDOCIFORMSICONDMONAL OCCUPANCY AGREEMENT.doc stOwart title agency of columbus April 9, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Address: 6833 Bearclover Drive (Lot 39 Bishop's Run) Building Permit Number: 07-201191 Loan Number: Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $11,000.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Approval Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Since~rely, Tammy Darst Vice President of Operations and Escrow Division (614)818-1103 259 West Schrock Road, Westerville, OH 43081-2874 614-895-0200 ~ fax 614-895-0394 4 toll free 888-978-3927 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 Al. 'al Application # 7 Date The undersigned inspectors checked your property at » 51.33 for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS e v kw-.,w e r a vdr .v Jar &lee, y, OO c' c~~~ ~ ? APPROVED ? DISAPPROVED By3 y y~ L-i~a #CONDITIONAL Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial`` ? Code Enforcement Residential /0".. Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDD 6144104600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 6144104680 Permit Project Name : Project Address: Contact Person: Contact Phone: YES NO 1) Approved Landscape Plan & ROA YES NO 6) Sign instntk~M approved YES) NO 2) Plans, Checklist & Permit on Site YES h ,7) R~spam, number & striped YES NO 3 L' ginstalled per plan YES NO 8) 1UAd-tedp spaces properly signed YES ,NO ,l 4) Landscape installed per plan YES NO 9) Parking-islands 7 foot minimum YES "NO 5) Mechanicals screened per code YES (NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspect on Inspected B 14 ' i COMMENTS r t fr T r / Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-46M 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: %V ChX-5 Company: Site: ('06573 P-m-Awte Dr. (ProMe Detail Plot Plan of Lot) Lot No: _ Application No: 1-201191 Subdivision: (7l~ g~5 Rm Sex- PLEASE 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 Z5. 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: BO~1141O.GIGYJ 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 rD~ ~Gc~YG©~~ ~ Building Permit :!o.: c,; C) 19 1 Project Address: Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments 7'umbing Insulation 0101 PA aL --fer round ar 3~ ' bn o----- / Final Electric !sooting RIP ~ 07 S~ 1S` ~rv-~ ~1 Foundation 4111107 Final steel Plumbing Foundation 1 ~h pt`s lz v Final HVAC lylzet -~'v !ham vc~.Q,p~ p,9g~. 'adon Xcv- ~ s Ir Final Gas 3 7/of TO y "eslab Aa (Zt1/ Piping Hugh Engineering :tric1 (CWA) Engineering (Pre-Sod) rvl" Final p~~ >t o~aao Ah Ap Engineering ing SOP .yas Piping 1j f' l5 i- ~.1ugh) -sigh HVAC la .;1407 ~ iv4vt_r" r* tCA54 Final Zoning ry ~ 1000 N 5 fYT ,,place j//q,e7 'rig Rough„ occupancy p14 ,31 laming PAO Ph 64 WNW 131, N CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 II RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. i ADDRESS: 3 '-/e' + r ~ fi`. PERMIT NO.: I i BY: 13 FINAL INSPECTION DATE: Building Permit.!o.: Project Address: ("'s eer-x~C1aye V- Ins ection Date AP DA Ins Comments Inspection Date AP DA Ins Comments ~-Iumbing Insulation Pp Ili- -aer round t ~fIV AP (ZL` `ooting It iq -7 At) Final Electric t+ 0 07 t; f fr4W yid &Z-45- qJ 211 A. '1111,11W !Foundation '4111107 Final ^ Steel Plumbing *tip Foundation 1 a- Pt`P d?, Final HVAC /`y/w A /3L' (1- 5`07 Aowv adon d,G,~-Ci-?`d'7 ,L ,S'ce Final Gas 3/7/09 (~'l F /YW7 f -eslab 7 PP (ffiv Piping 7ugh Engineering ;tric(CWA) Engineering 5-8-C6 AF Final al~ 10 ClQO 4h Engineering it t-a1 AP I Hw4k SOP ing aas viping 1//y/v7 ".,ugh) -l1gh HVAC iz ice. ~=lN%SH Pecs sk Final Zoning my, ~000 ,111%47 A .,place Sr v2 ,'g Rough Occupancy aming lAlllr p~ 64 W/Wox? F 131, lip/ ~ ,(3~ 2 o•~i,~, y 3/ i PP Y .....rte _ ,as.... . ..s-..~. - s CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: r'athta- n=5 Company: Site: (g-575 bYLr Dr. (Provide Detail Plot Plan of Lot) Lot No: 39 Application No: 1- O 119 f Subdivision: F3i 5~cyD Reh Se _ 2 PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ? 12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk Z5. Erosion Control/Sod or Seed O K 5(L2- (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 OK -SAL ? 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: A l O.tX~O 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 h I I r 4 932.4 "I h 47 I I _ - TC= 11 of 1 393 7, 71 YJ7. !K 930. TC=930.7 ~o TC=930.25 1 9'~\ 9 83 0 50X 2 0 Sox' 930.83 3 o Q' S 0.83 93 OB 930 83 BEAR VFR \ o in M ,i ~ ~ TC= 930.7 TC= 931.' / h ~ 92 I f - o T =930.9 - 932.9 - - - i ~ 933.1 932.9 38; :NI I , bt i I I ± 39 , 40 o ......................................Y............................. "1 I 25'NOZ 00 9 9 - --932:-~ - 931.4 9 o~ N 0 1~~ I 37 I TC=929.9 25' NBZ of V I I ~ ,ONO O I I' _ y- 930 28 932.4 932.4 93§32.4 : Al. 0 ~ ~ L---- ~ Wit- ~ - N 18 TC=9 1. Ls= I IYJ7,-X P' 930.22 930.91 V C= 930.22 930. ~o 0. N OX 2 O S~x 5 I 3 °j -931 931.08 93 / ~ s E ST 2 000, RP 4 16 X=930. 7 TC=931.' 19 rn o : - 21- a I 932.4 I } . - REVISION DATE & REQUEST Westerville, 5750 Chandler OH Court 43082 t C 10.30.07 MOVE rue-LACE ~ E-Mail: hoyssinc@aot.com Phone(614)895-1922 H y , Survey Fax (614) 895-1949 SURV YING Construction Fax (614) 895-9549 SERVIC , INC. F HOUSE STYLE 620 "A" BASIC LOT/SUBDIVISION 39 BISHOP'S RUN SEC. 2 CITY OF DUBLIN SCALE 1" = 20'_ PB. 5 PG. 122 DATE 07.24.07 ORDER NO. DRN. ,JW/NV CK. FLOOD ZONE X COMM. PANEL 90808 PAGE 0150B DATE 09.27.91 MINIMUMS R:25%=35' S:ELLIL "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." 6833 BEARCLOVER DRIVE 50' NO PARKING BMC 3 O1 31 1930.83 7' B/C WATER TAP FIRE HYDRANT 1 I' B/C 90.00' 4' WALK 1.1 31.31 9 1.10 30" STM MANHOLE SAN. SEW. TAP 20' EASEMENT T.C = 931. SLOPE= 5.50% E.O.S.= 9 2.30 1'1 - 32.33 70 _ i 218.00'- 93 1.60 DRIVE 30' BLDG. LINE ' °0 21.00 t- - 0 11.00 N N 19.00 M I 931.9 38 ~ ;M~ F.F. = 934,90 vi 12 5~ cq 14.00 F, 11.00 12.50' ~j F.F.= 935.10 + T,O.B.= 934.10 c $ cn BASE= 926.35 eq g I ° c ° 7!° 40 M rn I F.F. = 934.90 N fV M 27.83 a ~I I 21.17 7' w 30,60 A/C UNIT w ~I d W' 39 37 52.34' F.F. = 934.70 - CATCH BASIN 20, ZONED T.C - 929: - 9 • b5 10' EASEMENT X 90.00' SEDIMENT FENCE c47ON1PET ANCE DROP INLET FILTER *"NOTE: WATER SERVICE SIZE = 3/4"." City of Dublin APPROVED AS NOTED NOTE : BUILDERS TO PROVIDE BUILDER TO MAINTAIN EPP 10.12' O:it TREE PROTECTION DURING ALL EROSION CONTROL PHASES OF CONSTRUCTION. PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered AOWP, SQUARE FOOTAGE DATA Subdivision Plan. This Plot Plan Is to be used by the Client for the sole pwpoae of obtaining a building permit The use of te hlot Plan for any '.,OMEBULDER PRICMO AND ESTMATtON .1 other purpose is strictly prohibited. LOT x,609.0 WALK 296.0 AWN HOUSE 2896.0 soocov. 9356.0 - d.' S7t4 rt k DWE 851.0 LoTcov. 22,98% 7313 Av1101m,190 ;0 B APR-29-2008 P.02/03 5750 Chandler Court d Wes#erville, OH 43082 415-0" E-?visit! hoyssiac@aol.cotn f Phone (614) 895-1922 ? Y + Order No Survey Fax (614) 895-19.19 Construction Fax (614) „9~ -9549 V ~S ~i r N CERTIFIED TO . BOUNTY OF LENDER -PG ft Z __OR.717.8- PG. REV ^-29 r~z,nM i% ~P6~ ?t,r Y 1.. DATE . _i 184• DRN CH , W N BUYER SCALE r ' V'G' "I r~ a I,, q,, i,? i i ~ x'31: G r _ ....r..-.... C ~..,......-....~_~_L.f g-,, gc ( - _ ' f R'~i yU ~ ~ rs x~ 1~ R 1 :~'fCfi~ u 12,4' :J ti y r {J.~.. ~IJ 1.•l~ tvc horeb; ca:~;fp thin tlyc fcr:;;oirr 11~J~1 ft,ACp LOCn??C+:4 SlikYBY v;as prcpa:cd in uccurduacu wid, Chuptcr «733-38. ~J`+iu 4dm mwadvo Code, and 6 n-.t a bscndatN survcy Cwuwznt tc Chaplc: 473A'?, Ohio Administrative Cade 'Rrs plat :s prcparcd for mortgaG: loss ar,d tine pnipses an:y ar:c: i> no; to z c construed as ,iacits~ ban proem cd Cor tF.e owriCt u! ILr tb: tme of se awacr far uny purposes @M{aiWnugtga ti~~ ~ THIS PROPERTY IS LO: ATED IN FL-000 ZONE Nov COMMUNITY PANFL 73t3 ;~.r CJ f. r VE PAGE DATE CITY OF DUBLIN Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 4104680 Application Number: 7 I I ri' I SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation 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)), Props Owner: VIRGINIA HOMES Subdivision: BISHOPS RUN SECTION 2 Lot Number 39 Address: 6833 BEARCLOVER DRIVE Approved Foundation Elevation 934.1 Feet above mean sea level. Actual Top of Foundation 934.00 Feet above mean sea level. J. Professional Seal: a Signature of Surveyor: 912412007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. 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: 07-201191 Project Address: 6833 Bearclover Drive, Dublin, OH 43016 General Contractor: Virginia Homes, Ltd. Telephone: 614 / 228-0404 Fax: 614 / 228-2454 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 Eagle Grading & Excavation 121-08 ELECTRIC Safeway Electric 277-0$ HVAC American Air Comfort Tech 1486-01b PLUMBING Accurate Plumbing 17-08 CONCRETE JL Poured Walls 71- LANDSCAPING Eastside Nurse 94-05 SANITARY SEWER Eagle Grading & Excavation 121-06 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. G:lformsUty of Dublin Suboonbador Disclosure April 15, 2008 Mr. Kishore N Appafi 6833 Bearclover Drive Dublin Ohio 43017 Lot # 39 Bishop Run Closing Date 4/18/08 To Whom It May Concern: The vinyl floor on the first floor hallway leading down to the lower level will be replaced with three quarter inch hard wood flooring. This will allow for the stairs to have the proper rise through out. This work will be done after I close on the home and move in. Sincerely, Ki hore N Appagi a CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Nov k 1'2_1 Zr l Application No. 7- zo 1191 APPLICATION FOR ELECTRICAL PERMIT Job Address v' CIC C r big . Parcel No Subdivision " a;i `-4-N-a p~?'X Lot No. ~!h Owner Name V, + IR IC3- ~b?"Y1ea Telephone Contractor Name %f is rax 1W Oe f • _i1-- (0• Telephone Lela-) LH3 ` -IL `l a Contractor Address L_& k_ja) a-r to e_ M CDIS- (A* L4_szon Dublin Registration No. Ol - Q711 Residential: New Sq. Ft. 5v Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ 6 -1 V JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any pr iomkefsaid I S. aft 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 . . . . . 07-00201191 Date 11/21/07 Revision number . . . . . . . 1 Property Address . . . . . . 6833 BEARCLOVER DR Parcel Number: 147-0111004000 Alternate Address: BISHOP'S RUN SEC 2 # 39 Tenant nbr, name . . . . . . SQ FT 5920' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 5/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH 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 . . . . . 07-00201191 Date 11/21/07 Revision number . . . . . . . 1 Special Notes and Comments LOTS Shall Meet This requirement on all street frontages. Fee summary Charged Paid Credited Due Permit Fee Total 240.00 .00 .00 240.00 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. - CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) j Application No. o, Date I /p7 P New ? Remodel CHIresidential ? 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 ~S3 3 ~~fl(~- CI ~~t'~ Parcel No. Subdivision/Project Name B5 no _S P, V N Lot No. 3 1 Owner's Name U 1 4 t`N M t S Telephone ;2-2 9- dy °`f Contractor's Name AC<-ur E-~ ~vrk bt " I 7'm C Telephone ~.J%-o!3 / _ _ Contractor's Address -76a S c-~ bet- S Dublin Registration Number 7 7 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? SONI-in Y How far distant from any dwelling, well or cistern is the sewage tank? N What is the size of the main drain? "T N Of what materials do the vent pipes consist? y L Of what material does the house drain consist? o c_ *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 = $-Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 360. `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 f *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 Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains f Rough-in Openings for Future s Othert~&c-17 &I'- Garage Catch Basin Sewage Ejectors GRAND TOTAL 3 Division of Building Standards lol 5 1 o 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 . . . . . 07-00201191 Date 10/05/07 Property Address . . . . . . 6833 BEARCLOVER DR Parcel Number: 147-0111004000• Alternate Address: BISHOP'S RUN SEC 2 # 39 Tenant nbr, name . . . . . . SQ FT 5920' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 360.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/29/10 Qty Unit Charge Per Extension BASE FEE 50.00 31.00 10.0000 EA RES PLUMBING >1 FIXTURE 310.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street 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 . . . . . 07-00201191 Date 10/05/07 Special Notes and Comments frontages. Fee summary Charged Paid Credited Due Permit Fee Total 360.00 .00 .00 360.00 Plan Check Total .00 .00 .00 .00 Grand Total 360.00 .00 .00 360.00 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 Date 01--T01 Application No. APPLICATION FOR ELECTRICAL PERMIT Job Address (AS-1 1118mi'' C I CV'fDl Parcel No Subdivision Lot No. Owner Name V k -c- VVCXI'\-f ~ Telephone Contractor Name '16\19-e-'( SQI WitQy' 5 Tom' Telephone list Contractor Address R IS LD 5t iCQXW 1= Dublin Registration No. C1'~ 1 Residential: New Sq. Ft. Alteration/Addition Sq. Ft. ''11 Temporary Service $40.00 ((II V $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ b, C JOB DESCRIPTION ` This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any ovisions of Jilaws. ' 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 . . . . . 07-00201191 Date 9/10/07 Property Address . . . . . . 6833 BEARCLOVER DR Parcel Number: 147-0111004000 Alternate Address: BISHOP'S RUN SEC 2 # 39 Tenant nbr, name . . . . . . SQ FT 5920' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 3/08/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201191 Date 9/10/07 Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 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 . . . . . 07-00201191 Date 8/31/07 Property Address . . . . . . 6833 BEARCLOVER DR Parcel Number: 147-0111004000 Alternate Address: BISHOP'S RUN SEC 2 # 39 Tenant nbr, name . . . . . . SQ FT 5920' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.00 Plan Check Fee .00 Issue Date . . . . S OR Valuation . . . . 0 Expiration Date . . 2/27/08 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 . . 2/27/08 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 . . 2/27/08 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 . . 2/27/08 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 . . . . . 07-00201191 Date 8/31/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/27/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00 RES CERTIFICATE OF OCC 30.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201191 Date 8/31/07 Other Fees . . . . . . . . . SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 .00 .00 8344.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. From: Tina Kauffman To: rob@virginia-homes.com Date: 8/31/2007 11:24 AM Subject: Lot #39 Bishops Run Your permit for 6833 Bearclover Dr. is ready for pick up. The fee amount $8,344.00. APPLICATION FOR BUILDING PERMIT • This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER -)-0 ` Issued in Ohio Under Authority of Dublin Auditors Taxing District 273 Parcel Number 1. E- L Address of Property 6833 BE CLOV DR AU 6 V t`J 26J v Subdivisio Lot 39 A 14 Applicants Name VIRGINIA HOMES Phone Number (614) 228-0404 Email Address ROB@VIRGINIA-HOMES.COM Fax Number (614) 228-2454 Owner's Name SAME AS ABOVE Phone Number Address if w c Designer's Name Phone Number c Q Address It Builder's Name VIRGINIA HOMES Phone Number (614) 228-0404 Address 209 EAST STATE STREET Builder's ID Type of Improvement New One-Family Residential Improvement Cost $391,700.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas 4 Appliances Per Unit Number of Baths 2-1/2 Sewage Disposal Public Garage Type Attached Building Height 341-8" Water Supply Public Number Car Garage 3 c Building Zoning Unfinished Basement 1,563 /s Lot Area 12,600 E Finished Basement N/A Total % Occupied by Structure 22.98% Lower Level N/A Front Setback 32.33 1st Floor 2,136 03 & Rear Setback 5134 a 2nd Floor 1,551 1 S S / Right Setback 12.50 3rd Floor N/A Left Setback 12.50 L Other Lot Width at Building Line 90.00 Garage 673 to 70 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: 1 rqI Pl 10. ~omeS Company: Site: (~~33 av~Aple? l~r (Provide Detail Plot Plan of Lot) Lot No: 3 1 Application No: ~plt_Subdivision: S n PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) U11. 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 VIRGINIA HOMES, LTD. (A Division of Davidson Phillips, inc.) 209 5, State Street, Columbus, OH 4321VIRGINIA . . • Phone: 614 1228-0404 Fax: 614 1228-2454 RECEIVED JAN 0 7 2008 F BUILDING DIVISION E t CITY OF DUBLIN From: To: - F-M~ - - - - Date Fax: Pages: Phone: CC: Re; ? Urgent Ator Review 0 Please Comment ? Please Reply ? Please ..Recycle -Comments. ~ ~ 5 ~VI'~ ~v saxoH YINI92IIA bSbZ SZZ M Xyl TO:OT SOOVLO/TO 10021 Permit Number Mcheck Compliance Certificate Checked By/Date 2003 IECC REScheck SoJlware Version 3.6 Release 2 Data filenarae: C:WIECCIECK\039BSR.rck I PROJECT TITLE: LOT# 39 BISHOP'S RUN CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.08 DATE: 01/07/08 DATE OF PLANS: 8/2/07 PROTECT DESCRIPTION: APPAII RESIDENCE 6833 BEARCLOVER DRTVE DUBLIN, OHIO DE S IGNE RJ C ONT RAC T O R: VIRGINIA HOMES 209 EAST STATE STREET COLUMBUS, OHIO 43215 614.228.0404 COMPLIANCE: Passes Maximum UA = 701 Your Home UA = 585 16.5% Better Tbau Code (UA) Gross Glazing Area or Cavity Cont. or Door P im R- al R-Value U-Factor IIA Ceiling 1: All-Wood Joist/RaBer/Truss 1968 35.0 0.0 63 Ceiling 2: Cathedral Ceiling (no attic) 144 30.0 0.0 5 Exterior Wall 2: Wood Frame, 16" o.c. 3053 13.0 0.5 250 Exterior Wall 3: Wood Framc, 16" o.c. 585 19.0 0.5 15 Window 1: Other 286 0.490 140 Door 1: Other 42 0.200 8 Basement Wall 1: Solid Concrete or Masonry 808 0.0 5.0 70 Wall height: 8.0' Depth below grade: 7.4' Insulation depth: 7.4' 7f)Aa SaKOH VIKMaIA t'SfZ SZZ t'T9 ZNd TOOT SOOZ/LOTTO Basement Wall 2: Solid Concrete or Masonry 104 0.0 0.0 23 Wall height: 8.0' Depth below gradc: 7.0' Insulation depth: 0.0' Floor 1: All-Wood Joist/Trus s. Over Unconditioned Spacc 234 19.0 0.0 11 Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1; Electric Central Air, 10 SEER CONIl'LIANCE STATEMENT: The proposed building desigu 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 rcgtdr=cnts in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements 1' ted in the Scheck Inspection Checklist, Iiuilder/Designer Date - --I " inn( 53110H NINIDHIA 6S1•Z 999 tT9 tdd ZO:OT SOOZ/LO/TO REScheck Inspection Checklist 2003 IECC RES check Sofhware Version 3.6 Release 2 DATE: 01 /07/0 8 PROJECT TITLE: LOT# 39 BISHOP'S RUN Bldg. I Dept. Use I Ceilings: [ ] I 1. Ceiling 1: All-Wood Joist/Raffer/Truss, R-35.0 cavity insulation Comments: [ ) I 2. Ceiling 2: Cathedral Cciling (no attic), R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Exterior Wall 2: Wood Frame, 16" o.c., R-13.0 cavity + R-0,5 continuous insulation Comments: [ ] I 2. Exterior Wall 3: Wood Frame, 16" o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' 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 covets the exposed (above-grade) insulation and extends at least 6 in. below grade. [ ] I 2. Basement Wall 2: Solid Concrete or Masonry, 8.0' ht/7.0' bg/0.0' insul, R-0 (uninsulated) Comments: 1 t Windows: [ ] I 1. Window 1: Other, U-factor: 0.490 For windows without labeled U-factors, describe fzatures: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] I 1. Door 1: Other, Ti-factor 0.200 Comments: I I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Treating and Cooling Equipment: t0001 SaNOH VINIOUTA bS6Z SZZ Y19 XVJ ZVOT 8002/a/To [ ] 1 1 • Furnace 1- pond not Air, 90 AFUE or higher I Make and Model Number 10 SEER or higher I I 2 Air Conditioner 1: Electric Central Air, Make and Model Number I I Air Leakage: os in the building envelope that are sources of air [ ] ~ Joints, penetrations, and all other such opening I leakage must be scaled. installed inside an appropriate air-tight assembly must be 1) Typc do rated, or als. Ifnon-IC rated, the fixture must be installed ~ a Recessed lights ~ ] I "clearance from combustible material I with a 0.5 I 31' dcamce from insulation- Skylights: li ht shags equal to or greater than 12 inches is R-19• Minimum insulation requirement for sky g [ ] I vapor Retarders ed ceilings, walls, and floors. [ ] I Required on the warm,-in-winter side of all non-vented fram I Materials Identification: I installation instructions ~ I Materials and equipment must be installed in accordance with the manufa s install ( must be identified so that compliance can be determined- [ ] I Materials and equipment and cooling equipment and service Water heating [ ] I Manufacture' manuals for all installed heating I equipment must be provided' u;P,anent efficiency must be clearly snaked om Insulation R-values, glazing (j-frr~tors, and hating eq [ ] I fications. I the building plans or sPe6 I Duct IuSUlatian; must be insulated SnPP to R-8. or outside the building must be insulated to R-4- I in in erro unCorndtioned attics outside [ ] I Return 1Y ducts ducts [ ~ I [ I Supply ducts in unconditioned spaces exc t t baste insulated tomu t be insulated to R-2. [ ] I Retum ducts in unconditioned spate ( e wall must be insulated to R-8- Where anterior walls are used as plenums, [ ] I Insulation is not required on rerun duets in basements. I putt construction" ui ment must be sealed and mechanically fastened. I cs (adhesivts), I Duct connections to Hanger of air distribution system eq p with welds, gaskets, masti [ ] and connections must be seeurcly fsteacd [ ] I All joints, seams, and mastics must be rated UL 181A or UL 181B. mastic-plus-embedded-fabric, or tapes. Tap T e longitudima joints and seams on ducts I ~ccption: Continuously welded 500 P a~b-~ operating at less than 2 in. W. g' ( [ } I The INAC system must provide a means for balancing air and water systems. Temperature Controls: p areal or automatic means to I required for each separate I•NAC system. A m ro,rided. [ ] I Thermostats are and/or cooling input to each zone or Soor shall be p I partially restrict or shut of the heating I service Water Heating: on both the inlet and outlet unless the I L ] 1 W ater h with vertical b pipe eat trap es or is must part have of a a heat trap circulating system. eatas I water heater r has an Integra [ Insulate circulating hot water pipes to the levels in Table 1. I I Circulating got'Water Systems: ggIiIOH t~I:1I9HIA bSfiZ SZZ fiT9 ZK3 ZVOT SOOZ/LO/TO [ ) Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/oTheater switch and require a cover unless over 20% ofthe heating energy is from non-deplctable sources. Pool pumps require a time clock. HeAng and Cooling Piping lnSUMon: [ ] HVAC piping convcying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. 9002 SaWOH VINI921IA tSFZ SZZ kT9 lVd ZO:OT SOOZ/LO/TO Table I: Minimum Insulation Thickness for Circulating Hot !Pater Pipes. Tnsutation T .ickms in Inclhes by pigg Si7ec Heated Water Non-CircvlatinZ Rtt=g Circ,ulatina Mains and Rttnouts TSMD- ature (Fl UP to " Up to 1.25" 1.5" to 2.0" 2" -Oya 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. Lnsulation Thickness in Tncbo by Lot Size,. Piping System Types a ~e ( Fl 2" Run.outs 1" and Lcss 1,25" to 2" 2,5' to 4" Heating Systems Low Pressure/Temperatu e 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, ReEgemat, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) LOO [A S31QOH VIKIDUTA tStZ RN IT9 ZN3 ZO:OT ROOZ/LO/TO DivWon of BuBding Standards 5800 Shier Rings Road Dublin, Ohio 43016 C IT'Y OF DUBLIN Phone: V/TDD 614/410-4670 CITY 1Inspection Line: 614/410-4680 OCT 11 2007 Revision Application Application Number o~ - 2.o Address x$33~~,v . Reason for Revision u ~1?= c~v~ c~v 2 ` v G L ~ " **Note: All revisions must be cle_ arty highlighted or clouded on all the revised plans and plot plans. Contact Name Contact Phone Number co 14 Z2~ro For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 5/08x2001 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH.43082 E-Mail: hoyssinc@aol.coiri Hr 1~ 1 C 10.10.07 MOVE FIREPLACE Phone (614) 895-1922 2 Survey Fax(614)895-1949 Construction Fax (614) 895-9549 SURV YING 3 SERVIC S, INC. FOR VIRGINIA HOMES LOT/SUBDIVISION 39 BISHOP`S RUN SEC 2 HOUSE STYLE 620 "A" BASIC SCALE 1" = 20 ^ pg 5 pG 122 DATE 07.24.07 CITE' OF DUBLIN FLOOD ZONE X ORDER NO. DR N. JW/NV CK. COMM. PANEL 390808 PAGE O150B MINIMUMS R:25.%=35 DATE 09.27.91 S: 6'/14' "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." 6833 BEARCLOVER DRIVE 50' NO PARKING 930.83 BMC 931.01 931.06 930.83 11' B/C 7' B/C WATER TAP FIRE HYDRANT 931.10 90.00' 4' WALK 931.31 30" STM - 931.10 MANHOLE T.C.= 931. SAN. SEW. TAP 20' EASEMENT Z SLOPE= 5.50% E.O.S.= 922.30 32.33' 701 am-4 A,c..t - I------ 28 00 931.60 11 DRIVE 30' BLDG. LINE _ , I p 0 11.00© N 21'0 ~ 0 N 19.00 M 931.90 3 8 i m 933.10 00 933.10 , F.F. - 934.90 va ' ° 14.00 12.50 11.00 12.50' F.F.= 935.10 T.O.B.= 934.10 ' o M BASE.= 926.35 ° N p i p d' i O M 1 40 M M F.F. = 934.90 C•i I i 27.83 N N 21.17 i 933.10 930.60; A/C UNIT , W' ; <C ~ Ct1tlmu~l Lo~~''!~ c~t1 39 , 37 52.34' (a-17 -0'? C. F.F. = 934.70 CATCH BASIN 20' NO BUILD ; T.C.= 929. L------------- ZONE -'h-Z- .65 10' EASEMENT 930.90 E-~ 90.00' EX. SEDIMENT FENCE ENC FE r GC 0,N1P 1AN DROP INLET FILTER NOTE: WATER SERVICE SIZE = 3/4"." City of Dublin APPROVED AS NOTED NOTE : BUILDERS TO PROVIDE BUILDER TO MAINTAIN €pp 10• 2 . TREE PROTECTION DURING ALL EROSION CONTROL PHASES OF CONSTRUCTION. PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA Subdivision Plan. This Plot Plan is to be used by the Client for the sole FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other pOf obtaining a probing per lttjt. The use_of the Plot Plan for any piupose other purpose is strictly prolubzted. >>~ltltwntip~gi LOT 12,600.0 WALK 296.0 OF. O HOUSE 2896.0 SOD COV. 9356.0 4~Q' S1N~0 J. DRIVE 551.0 - LOTCOv. _22.93% HOY 7313 APPROACH 190.0 8y 10/08/2007 13:11 FAX 614 487 8931 KORDA-NEMETH 0001 BMW zWNWMft=U=~l October 5, 2007 Mr. Rob King Davidson Phillips, Inc. 209 East State Street Columbus, OH 43215 RE: 6833 Eearclover Drive Korda File_ 2007-1014.14 Dear Mr. King; This letter will confirm the following change to the foundation at 6533 Bearelover Drive. The fireplace foundation needs to be relocated. The new foundation should be doweled into the wall footing with #5 bars at 12" o.c. The bars should be drilled and epoxied into the wall foundation a minimum of 6" and extend into the new footing to 3" from the edge of the footing and a minimum of 12". The reinforcing should be approximately centered in the depth of the footing. 'rho new footing should be at least 4" wider than the fireplace walls on all sides. If you have any questions or require any further information, please do not hesitate to contact me. OF oJ~ Yours truly, GREGORY * KORDA?NEMETII ENGINEERING, INC. MICHAEL -10 FRAKEH w Cons lting Engineers o~ 70751 z R ~sIORAL G go M. Fraker, ICE QW/arm i Korda/Nemeth Engineering, Inc.. Consulting Engineers 1650 Watermark Drive, Suite 200 - Columbus, Ohio 43215-7010 - TEL 614-4&171650 - FAX 014-487-8981 . WEB www.kvida.com 10/08/2007 MON 12:07 [TX/RX NO 76761 1x001 - - - _ --_._..-_-._--r- _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 ~ ~0" pOMG°~~D N C~Oa~Q~4~ ~add~ N N INTERIOR WALL HEIGHT OF 1'-8' PLUS OR MINUS 2"' ~ r~77~~ 0 00o W ~ aL~D~Q ~~~0~~ ~ N ~ N 30X30 = l3) X55 EA, WAY 36X3b = (3) ~5'S EA. WAY 0 M 42X42 = (4) X55 EA. WAY 48X48 = (4) ~5'S EA. WAY ~ d. S I' Q L BRSN~- x,5oo PSP' IRS`s = o SFEI'VE i~PSP ~QQR l DF., O SECOND. ~~I~~ ©.FSF LIVE ioPSF D~'~D 3 ~ O RQ4F W CLG I:Q~.D -2. PSF LIVE ~ PSR D~~D ~ 5 ~,7 H ~ ROQ~ 5N 0 CMG LOAD=~~PSR LIVE PSF / _ /~5 F+ ~ Q ~QT TUB= GQPSF 651 nl1 ~'-0" a o~ t1i P . U -0 III-0' ~ N ~ d~ ~SSCA~ZEI~ ~,SooPS~' SO~I~ BEA~i~!ZG CAPAC~IY ~r 33b° O x 2~ THICKEN SLAB 21'-0° 00 - Wt)UD (`iR ~4VT 21'-2° 5'-0" b'-10" N (~LUh~17'YP: Ib'-10' 2'-8' I'-8" v W~ F ~ ~ " - H IL ) n.; ~ ~ O I I r=--, ~~~~Q~C~~, P~~~ I r-----, I IAG LOG.I - I I I I NOSE B1BB I I jAGLOG~ ~ Ri I I WEEP HOLES 48' OIG h L.---- - - P~1D SIZE U'TI"I'~ OF t~...., 4 I I I sw ~~•t •~2 DEEP R~EA~.~+C~~ TRAY I r---- f---------------------------------'- -t~. I ~ ~ ~ f. ~+~1 t~ u I I b" POUREp LANG. WALL 8'-0' I ~ ~ I I HIGH WU 8u X I6" GONG, FTR - I I u » i I I I Q'. X ~4. I I I I I I I I I ~ I I I I I I I ~ I I I I O X ~ I I I 3 3 4 I 4 I I 4' SLEEVE 12' BELOW I I i ; . I I I rc x 4~ 4 I ' I I I TOP OF WALL (PLUMING) I I r-+ I I I I I I I~- BASEMENT I I 1 x $ I I ~ 4 I I 4' SLEEVE 12' BELOW I I ~ 31/2' GONG SLAB OVER I I I I TOP OF WALL (RADOf~ I I 54 ~ 54_ 5~ I I b MIL. vAPOR BARRIER I I 1 I _ ~ ~ " e I I ~ ~ ~ OVER GRAVEL FILL (2 MIN.) I I HV I I ` I I B° POURED GONG. WALL 4'-0' I I ~ x-~Q . ~ ~ ( ALL BASEMENT WALLS TO I ~ I HIGH WI B' X I6' GONG. F1R, I I - I I - BE WATERPROOF I I I - ED R .t~R A P ZD' EPT I I I F6 I I I I I FRAME 2X4 WALL oN roP I I ' ~ I I I a I I I I I OF 4' SLAB; 5EE DETAIL I 3 SCHEDULE ~o I I I I ~ I ~ I lu- I PIPE COLUMN u,~.~ I I I ~ - I I I I I I I I ~ ~ I I i FAMILY ROOM O "A. A. I 1 N " A A II ~ _ f : w , , : I 142 42 12 GONG. 42 X 42 X 12 GONG. I I -E~ApA~E6--- 4'.:. ''f ' I n I ' ~ ~ I FT . l^U f~BAR TYP. FTC. W/ REBAR TYP. 5 0 I I I I 4' GONG SLAB OVER I I ~ 6 MIL. VAPOR BARRIER I l0 sr~,~rovr , I I I OV~t GRAVE,. FILL (2' MIN.) I " I I I I I I 8 U2 DEEPI I ~ ~ I I ~ I 8 I/2 EEP _ _ I WBX18 51~L BEAM CONT. I BM. POCKET I I I I I _ - - - - I I BM. KET I I I ~ I I~ ~ n I I ~1 I I I I 3" DIA. STEEL I I I 3" DIA STEEL I COLUMN I I 2668 I I I I COLUMN _ - J I ~ ~ ~ - IlC' I I I I 1~ H I ~ II 1/B" TJI'S I I I I I m I I I I r- I I I I (4) 2X4 5TUD5 ~ AN RA L _ I I I I I FOR BRG. a I I ~ I I~-~ r I I I I I `„f I I rw I ~ ( I RA I 3'-10" I I 30'X30" GONG. , _ ~ I I I I 3'-10" I j I I ~ THICKENED SLAB ~ I I I r m UP 9R 5 0 I I I I 8" POURED GONG. WALL 4'-0 I I I = I I I I I I I I I I HIGH t^U B" X Ib' GONG. F I I I I I I I ~ ~ - - - - I I FLUSH BEAM - - - - I I I I I I I I ® I I I I I I p I I WAU~ HW I I I I I ~ I I I I 10'_8° II'-0" 0'-8" 3'-10" I I 3'-10" j I ~ j j ~ - I ~ I I ~ ~ I 142" 42" X 12" GONG. 42" X 42" X 12" GONG. I I FT . I^V REBAR TYP. ~ FTC. !^U REBAR TYP. I I I I Q I I I r1----- I ~ I I I I I I I I I I (V I ~ I I I I I I I 8 i/2" EEP _ _ _1 _ I XIB STEEL BEAM GOVT: I _ 8 I/2" DEEP L--------------------~ - - - - - ~ I I BM. P KET I I I I BM. POCKET I I I I I I I J I r-------------------=------------- I ICJ p I I 3" DIA. STEEL I ( " I I I cv I I 3 DIA.STEEL ~ I . I I COLUMN COLUMN I I l i l i Q ~ I I I I I A ~ ~I ~ I I I/2 DRYWALL OVER -+I I ~ I I 2X STUDS AT Ib" OIG SEE EXTERIOR ELEVATIONS I I I I I i I ~ ~ FO I ~ I I ~ ~ I I R FIN SHES ~ I _ r ~ I ~I ~ _ I ~ I I I I B' POURED GONG. WALL 4'-0' 1 V I ~ HIGH W/ B" X Ib" GONG. F1R ~ INSt~ATION PER MEG R1=PORT ~ I p ~ e~ I I - I V2 BATH I r I I I ROUGH IN - I p l I I ~ - I I 1/2" DIA. ANCHOR BOLTS W/ 1/Ib' OSB SHEATHING I I I_~11 I ,1 1 I 7" MIN. EMBEDMENT l 2 10 -l I I I I I I , ~~i ~ Z I I I I I I BOLTS SHAL1. BE b'-0" 0/G MAX. I I I j I ~ (A ~ O ~ AID 12" FROM CORNERS MAX. I I P I F - - - - J I I m l I P I I I/~ I I I I I I ~ I 1~ I I I I PROVIDE BOND BREAKER ~ I ~ _ _ I L _ _ J ~ I I I ~ 4' GONG SLAB OVER I ~ _ ~ IL BETWEEN WALL AND ` I - I I I OVER GRAVEL FILL l 4' MIN.) i I o ~ ~ ~ M Q OV~2 6 MIL. VAPOR BARRIER ~ I I ry hyi ` GRAD: VARIES 1 I FLOOR 51A6 I I c A 1 1 I I bMILPOLYETHYLENE , L___________________________ I ~ POUREDG MWALLB-0 I I p 1 L-N - HIGH WI 8 X Ib LANG: FTR. I I VAPOR BARRIER TAPB ~ ; , . - I = I hI = I I-1 I I I ' L J1-L JI _ I - - - ~ 11 " I JOINTS OR OVERLAP 6 1=I ~ I= ~ I ~ - ~ = p ~ I _ EP W8XI0 STL. BM. 8 I/2 DEEPI I I z I I ~-Li 00 I I - =11 h) I I=III=III--~) - I _ I _ _ _ _ _ _ I BM. P KET BM. POGKETI I 4' GONG SLAB OVER i ~--iii ~ I I I N~ I I ~ ~ ~ I ~ hI ~ I!_--WEEP HOLE ®48 O.G. ~ l 4 MIN GRAVCI. i i- I I I I I I I I ~ I I ~ PLACE oN NATURAL ~ ` III-, i I-i 11= 1=11 _ I I I ~ I I UNDISTURBED SOIL - ~r I I I _ ~ I I I I I ~ I PORCH I I I I ~ I I o ~ I t~~ I I r _ I I I" I ~ ~ I I ~ I 4 GONG SLAB OVER I r I I ~ ~ I ~ I GRAVEL FILL (4" MIN.) I I - - I-I=i~~=~=I I I I I I I ~ I I _ - _ - _ _ _ - A I I I I I=ll-I I =I I I_I I~ I I-III-) I I=III-I I_I I 3l4 GRAVEL I I m 11=111 il~ll II~II=III=III=111.11-i-i i=i-_-_=~ - I L-- t . 1=11 hI I I-III-I I-III-III-III-III-III-III-III-III-III-III-III-III-I I. III-III-III- I I I I ~ i= ~ = 8" X Ib" GONG. FOOTER I I 19-8 r---------HOLD DOWN 12"-----~ I Q III =1 L-------------u p : - ~ (=,1= ~ RAISE PORGN FOUND. 4 ~ I I ~ z ~ ~ ~ r 1= ~ I=~ 1. ABOVE HOUSE FOUND. I I ------------------J I ~---------------HOLD DOWN 12 i o Q III=111= I L----- I-III-I I I I N ~ -III=III= I _ _ I I=~ ~------------------------------------------J !i I~= caPrRlsHr 2ooT =11I= N.I- DRAWING AND MRITIEN MAIERIA4 A9-EARIN6 ~ HEREIN GONSi1N1E f11E ORIGINAL ANO I1N°JBLISIiED WORK OF DAVIDSON PHIWPS INO. THE _Aic MAY ;III=1 OPi10 DEN AND 2 FT DUBLIN BUMP -u-. NOf BE COPI~ IFfD DISCLOSED OR LON516NED TO A THIRD PARTY WTH~IIT 1HE EXPRE55 W2ITTEN =i 1= ~ ~ 1= ~ 21.411 (=111.=I 1-..I_~'I ~ I-I Iy=I CONSENr OF DAVID50N PHIWPS INC. WIICH RETAI 2'-4° Ib'-4" 2'-4'` I'-4' B'-4" I'-4" rxE carr+a+ vaN wPrRIGHr ro nus MATERIAL . I I~ I I I~ (1-1 11-1 I I. 1 11~ I I~ 11-111- I- II I p Musr a~ ors 14 0 ,_0 12'-0' 211 II II'-0' ppQVED PLANS AP F~n~,AI:L.INSP~~TI.QN,~, DATI E: ~/12/~~ wi rLT~ _ ~~-v REVI5ED: 10/5/01 65'-0" 0" F"ILY RM. SECTION 5HEET # 1-1 • 32.4 9,32.4 J", L I yJ~ 47- 4aR TC= -Tgju 930. TC= 930.7 TC= 930.25 t 9 .83 0.50% z O .,50X 930.83 3 9~ o °j o~ 0.83 93)06 930 83 BEAR VE g i o Z 42M TC=930 7 TC=931. i - - i \ 9 o = T = 930.9 ALE Aff - 932.9 NI t ' 933.1 9.32.9 I o o ~ 1 ~ ~ 1931. . • CDC- I 139 _O ' NBZ 932: 7 - 93 ~t o tj7-C---92 25N8Z j 1 ! 37 (5 W - 93029 8 9 0. 7r 31J~ ~ a 932.4 932.4 O ^ 19.3 9321 s--hi o d. H ~8 ~ ! Q TC=9 1..- - o -IMF' r 4 r~ 930.22 i 930.91 v C= 930.22 930. ~0 O. pyr s 0. 50, 93 3 2 ' 9930.80 931.08 93~~'J sr 3 "k 12T I 16 TC=930.7 t 7C=931.' 21 932:4 i } CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No.~ 02 6 /1 o y Date Reviewed /S/() 7 y c CL - Plan Reviewer's Comments R Notes Reviewed By v z a Q to v C3 Approved Disapproved o m Z N C OBBC Model Energy Code y~ MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 73/4"max. riser 10" min. treads and 68"headroom 8303.6 Stairway Illumination R311 Handrails & Guards ? R312 R303.1 Light & Ventilation Schedules ? Schedules Required on Plans; houses, additions and sunrooms 8306 ~ R306 Sanitation - Fixture Clearance ? Figure 307.2 R308 Required Safety Glazing 1318" s. c. or 20 min, door and 5/8" gyp. 13d. Type "x" on 8309 Attached Garage Fire Separation all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq, ft. (24" net hgt. 20' net width) max. window still hgt. 0(44"01 ' R311 Exits R311.4.2,1 Interior Doors Bath 2'4'k 6'8", habitable space 216"x 6'8"(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection ? 112" gyp. Bd. Type X" R313 Smoke Detector Locations / Bsmt.lhalfway/bedrooms wired to prime electric/battery ? pack - up/interconnected 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" ec;7" into masonry& concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements houses and additions R405 Foundation drainage systems t/ 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 & steefl3' formasonry & concrete 8502.11.4 , Floor Trusses r/ Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c ~ ~ w a m m o £ ° 0 o a Plan Reviewer's Comments & Notes o z a a a U N o p a 2 N > c d R503 Floor sheathing R(402.2) Concrete floors on ground R 506 R602 Wood wall framing R6023 Headers Tables 502.5(1) & R502.5(2) R602.10 Wall bracing R603 Steel wall framing t/ R703.7 Masonry veneer Table 703.4 R802 Wood roof framing show truss profiles on roof plan R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans ? R80210 Roof trusses Stamped engineered roof trusses required at framing t/ inspection R807.1 Attic access 22" x 30" R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys Spark arrestor with rain cap R1003 Masonry fireplaces Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces R1005 Exterior air supply ? N11701 Combustion air 50 cubic per 1,000 btuth R602.3.1 Stud size & spacing Table R602.3.1(2) Front & Back Form Revised 04112!05 Q7-_2A11 rI Permit Number L 1) &1-'T~07 Mcheck Compliance Certificate Checked By/Date 2003 MCC REScheck So$ware Version 3.6 Release 2 Data filename: C:\MECCI-IECK\039BSR.rck PROJECT TITLE: LOT# 39 BISHOP'S RUN CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.08 IN9 DATE: 08/02/07 DATE OF PLANS: 8/2/07 PROJECT DESCRIPTION: APPAJI RESIDENCE 6833 BEARCLOVER DRIVE DUBLIN, OHIO DESIGNER/CONTRACTOR: VIRGINIA HOMES 209 EAST STATE STREET COLUMBUS, OHIO 43215 614.228.0404 COMPLIANCE: Passes Maximum UA = 701 Your Home UA = 585 16.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: All-Wood Joist/Ra$er/Truss 2112 35.0 0.0 68 Exterior Wall 2: Wood Frame, 16" o. c. 3053 13.0 0.5 250 Exterior Wall 3: Wood Frame, 16" o.c. 585 19.0 0.5 15 Window 1: Other 286 0.490 140 Door 1: Other 42 0.200 8 Basement Wall 1: Solid Concrete or Masonry 808 0.0 5.0 70 Wall height: 8.0' Depth below grade: 7.4' Insulation depth: 7.4' Basement Wall 2: Solid Concrete or Masonry 104 0.0 0.0 23 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 0.0' Floor 1: All-Wood Joist/Tnrss:Over Unconditioned Space 234 19.0 0.0 11 Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 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 req irements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatoryrequirements sted in th REScheck Inspection Checklist. Builder/Deli . er- Date b 2 hc REScheck Inspection Checklist 2003 IECC REScheck Software Version 3.6 Release 2 DATE: 08/02/07 PROJECT TITLE: LOT# 39 BISHOP'S RUN Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: All-Wood Joist/Rafter/Truss, R-35.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Exterior Wall 2: Wood Frarne, 16" o.c., R-13.0 cavity + R-0.5 continuous insulation Comments: [ ] 2. Exterior Wall 3: Wood Frarne, 16" o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' 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. [ ] 2. Basement Wall 2: Solid Concrete or Masonry, 8.0' ht/7.0' bg/0.0' insul, R-0 (uninsulated) Comments: Windows: [ ] 1. Window 1: Other, U-factor: 0.490 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Other, U-factor: 0.200 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 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 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 shags equal to or greater than 12 inches is R-19. Vapor Retarder: [ ] Required on the wane-in-winter side of all non-vented famed 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. [ ] I 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 offthe 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 pail ofa circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. SMImming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: 111inf num Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (Fl Up to 1" Up to 1.25"_ 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimuin Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2" Runouts 1" and Less 1.25" to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Jul 01 2008 9: 22RM HP LRSERJET FRx ~70I1 C' f P. 1 .lob: 020 Project $urnmary Data: 101101¢6 Entire House \l((J~ By: jrwsFs American Air Heating-+Cooling-Elect 6 3843 B=kh" Or- Grove City, 4h 43123 Phone: 814-8Sf -OM FeX 8614-876-1702 Web: wuw.americorw irhe8tr9-com ~eee~M • r For. Virginia Homes 1152 Goodale Blvd., Columbus, Oh 43212 Phone: 614-297-0404 Fax: 614-297-0383 Notes; ai III "I' , • Weather: Columbus, lnrlAirpoit, OH, US Winter Design Conditions Summer Design Conditions Outside db 0 IF Outside db 95 of Insido db 70 IF Inside db 7:5 °F Design TD 70 OF Design TD 20 IF C)aily Tanga M Relative humidity 50 % Moisture difference 24 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 61810 Btuh Structure 39658 Btuh Ducts h Ce~ftral vent (113 cfm) 8459 ut h Cerntrral vent (113 cfm) 24170 ~Btuh Humidification 0 Btuh Blower Piping 0 Btuh AF-0 excursion 0 Btuh Equipment load 70269 Btuh Use manufacturer's data n Ratelswing multiplier 1.00 Infiltration Equipment sensible load 42075 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight 2344 Btuh Fireplaces 1 (Tight) Structure Duds 0 Btuh Heating Goalie Central vent (113 cfm) 1792 Btuh Area (W) 510'1 51CA Equipment latent load 4136 Btuh Volume (ft') 33949 33949 Air dhangeslhour 025 0.15 Equipment total load 46291 Stuh Equiv. AVF (cfm) 141 85 Req. total capacity at 0.85 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary Make RHEEM AIR CON Make Rheem Trade Rheem Trade Rheem RANG Series Model RGRA-09(E,N)ZAJS Cond RANB-061JA Coil RCQC-6024 1 SEER Effidency 93-5 AFUE Efficiency 13. Heating input 90000 Btuh Sensible cooling 45050 13.1 SEER 7050 Stuh Heating output 84000 Btuh Latent cooling Temperature rise 45 OF Total cooling 53000 Btuh Actual air flow 1767 cfm Actual air flow 1767 cfm Air flow factor 0.029 cfmlBtuh Air flow factor 0.045 cfmlBtuh Static pressure 0.50 in H2O Static pressure 0.50 In H2O Space thermostat load sensible heat ratio 0.91 nowtaCia VA&" h*Ve been aay over w" Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -VVw1, "t250trt RipM-SuiteResidsMial5.9.35itSi~31838 2Dog-Ocm115:50.41 G;%DOa=ents and seWnslowne Wy Dowrrm slWd;hUdt RVAC Oin"kcen Air 6 23 05wirW" HM3e8 7 Pagel 07/02/2007 MON 09:09 tTX/RX NO 67511 0001 FOR OFFICE USE ONLY RESIDENTIAL SITE PL rs" AN REVIEW PERMIT # ~6?t7 f SUBDIVISION NAME BUILDER'7NAME 1~ CONTACT ON PHASE # -SECTION # OT # CURRENT ZONING TELEPHONE # PLAT RECORDED l - r NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER Q 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERAT Parkland Conveyed or Park Fee Paid /I N - Alterin Projections and/or Recesses Subdivision, Section and Lot Number Shown Approved/NA ? Disapproved p~,, Street Name and R/W Dimensions Shown ~PProved/NA ? Disapproved - ~1 • Scale and North Arrow Shown ,n PProved/NA ? Disapproved 1 / Approved/NA ? Disapproved Property Line Bearings and Distances Shown Building Lines Shown and Dimensioned Pproved/NA ? Disapproved All Easements Shown and Dimensioned ~ pproved/NA ? Disapproved No Build/No Disturb 'Cones Shown and Dimensioned ~ ~Approved/NA ? Disapproved Front Setback Confirmed or pe e orde 1 pproved/NA ? Disapproved f Plat (R inimu Side Yards Verified (Minimu4 pproved/NA ? Disapproved Co f ~MDBS Rear Yard Confirmed or per Recorded Plat (Minimum _ ` ) ~lpproved/NA ? Disapproved 'i OZ 0 Y- Approved/NA ? Disapproved Lot Frontage Confirmed or per Recorded P at (Minimum C Recorded Plat Information Verified by~ Date ~ 1"'7 ? Approved/NA ? Disapproved Building Footprint Shown and Dimensioned r ~PProved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) `proved/NA Q Disapproved Bay Windows, Cantilevered Portions of Buildings Shown ~pproved/NA ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned Approved/NA ? Disapproved Air Conditioning Units Shown pproved/NA ? Disapproved 4AApproved/NA ? Disapproved Accessory Structures Shown and Dimensioned Fence, Wall or Satellite Dish Shown pprove ? Disapproved (Separate Permit Required) pprove A Q Disapproved No Encroachments Shown Driveway Shown An Dim~ev ~gned per Code Section 153.210 Approve A ? Disapproved Sidewalks Requu l ~Prroved/NA ? Disapproved Shown C e6 Tree Protection Required proved/NA ? Disapproved Shown Street Trees Required pproved/NA ? Disapproved Shown Minimum Caliper 2%2-Inch Approved/NA ? Disapproved ? Approved/NA Q Disapproved r ' Tt•ee equired on rontages own 90-Foot Frontage or Great ~Ii m 3 -ees R~;q ess an 9-0 --Toot Frontage - Minimum 2 Yard Trees Re'q"ui~red~ XAApproved/NA ? Disapproved Minimum Caliper 2%,-Inch ~O(X / [~0 1 ? Approved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot ? Approved/NA ? Disapproved Located Within the Minimum Front Setback ? Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List Q Approved/NA ? Disapproved ? Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited tA roved/NA D Disapproved Chimney Shown with Foundation roved/NA ? Disapproved Chimney Extends Beyond the Eav ine roved/NA ? Disapproved Stone Stucco Required Material -Brick Foundation Mate ial - Two Materials Maxi gum roved( NA ? Disapproved Stone Decorative Block Brick Q Approved/NA ? Disapproved Side-L ad Ga age Sho t xemp r m Strcet-Fpcing.\ ge Requirements) O Street-Facing Garage Requirements - (IF Less than 0° to the Front Property Line) Door emn Yimum ~Vid izes 60,1 pproved[NA ? Disapproved Any One Garage Door Opening - Maximum 18 Feet pprovedlNA ? Disapproved Combined Garage Door Openings -Maximum 26 Feet rovediNA ? Disapproved Any Garage Door -Maximum Height 9 Feet Percenta e of Garage Door Opening Width to the Overall Linear Distance Shall be Elc ationn the Front Elevation Calculations) (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front ovedlNA ? Disapproved Door Opening Totaling Two or Less Car Widths -Maximum 35 Percent ` Approved/NA ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent Projection From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet X/ApprovediNA Q a Disapproved Disapproved ~ Garage Door Opening Totaling Three Car Widths -1\Iaximum 10 Feet pproved/NA Q Dis pp pproved/NA ? Disapproved ; Required Projection Between Doors -Minimum 16 Inches Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited Q Approved/NA ? Disapproved Garage Door Color -Low-Contrast -Same or Similar to Primary House Color ApprovedJNA ? Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color roved/NA ? Disapproved Roof -Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 XApproved/NA Q Disapproved Roof Material - Life Expectancy 141inimum 25-Year Metal Slate Tile Wood ? Approved/NA ? Disapproved Approved/NA Q Disapproved j X Asphalt Shingles Required to be "True" Dimensional Shingles pproved/NA Q Disapproved Minimum Weight 240 Lbs/Square AX pprovedlNA Q Disapproved Exposure Length - Maximum 5%-Inch ? Approved/NA ? Disapproved Color - Water Table - pprovedlNA ? Disapproved Water Table -Above Grade 24 Inches pprove= D Disapproved Water Table - On Front Elevation Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl E t p or - pg. 3) Q Disapproved Building Materials -Life Expectancy Minimum 30-Year pproved/NA ? Disapproved Three Materials Maximum per Major Facade Wood Board (9(s Vinyl** Brick Cultured Stone Fibrous Cement Glass Block Exterior Material Changes - p? Disapproved Inside Corner OR Minimum 2-Foot Wrap Outside Corner IF Side Gable - Quoins OR Minimum 3'/2-Inch Wide Corner Trim Boards Q Disapproved 4 2 Windows - Trim OR Shutters Required proved/NA ? Disapproved Trim Minimum Width 3%-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND Approved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements pproved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND Approved/NA 0 Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND pproved/NA 0 Disapproved At Least One Design-Element 9 Feet Above First Floor. Approved/NA 0 Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name A10 v /,JA me J ? Approved/NA ? Disapproved LOT :3$ G" BUILD G PER.NZIT ~Q Approved ? Disapproved COMMENTS: REVIEWED BY J21 DATE 0 - Q-3 T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 200$) 3 1/2' DIA. X 10' ANCHOR BOLT AT 6'-0" O.G. ON ALL WALLS 6' THIGK OR THICKER 6'-0" O.G. ON 4' BRICK LEDGE U51% IS' PROVIDE ADEQUATE SLOPE ANCHOR BOLTS AWAY FROM WALL 50 THAT 2X8 PRE5URE TREATED PLATE WHEN FILL ADJAGENT TO WALL SETTLES, WATER DRAIN5 AWAY FROM, WALL 0 3' MIN. BOLT GROUND COVER TO SHED WATER PROJECTION /Z7 b" POURED GONG. WALL GLEAN 13ALKFILL in PROVIDE BOND BREAKER FOLLOW 0.5.H.A. BETWEEN WALL AND RECOMMENDATION5 FOR 5LOPE WHEN UN5TABLE GROUND b MIL POLYRTHYLENE 15 ENCOUNTERED ??????s?meiee, VAPOR 13ARRIER TAPE JOINTS OR OVERLAP 6' DAMPPROOFING Q Oy GR Y 4' GONG. SLAB OVER 4' 4b MIN. GRAVEL PLACE ON H • NATURAL UNDISTURBED 501E p pp 000C)°° RAKE 0 p (500 ,00 0$ 3/4' GRAVEL BACKFILL 0 00 0. 00 ~7 51 p ° IQ•Ao 00 0 0 0 ° j EiG WEEPHOLE5 @ 48' O.G. •,S G\``~, N %S~ONAIti~? O w0~ Zj 4100 p nnuu?? 3' DIA. PLA5TIG DRAIN TILE FOOTING SHALL BEAR ON PLACE WITH HOLES ON BOTTOM 1'-4" NATURAL UNDISTURBED 501L CONNECT TO SELF CONTAINED 5UMP WITH PUMP OR GRAVITY DRAIN VIRGINIA HOMES 8'-0" FOUNDATION 1152 GOODALE BLVD WALL DETAIL COLLIMBLJS, OHIO 43212 88'~~X16 CONC. CONCRETE WALLS FOOTER TO TO BE BE 3000 2500 PSI PSI PHONE: 614) 297-0404 FAX: 614 297-0383 ~10111 NUMBER: CITY OF DUBLIN 104- PERMIT 9 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST S1 ~ Lot Number: ,39 Revi Pp ewer; p 1-42 d Date: 3 0g• O*•O 7 ITEM DESCRIPTION 1 Is this a revision to a.Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision YES NO N/A for approval to the Master Grading Plan. If No, proceed with review, 2 Lot elevations match Master Grading Plan, 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review, If No, request field verification, 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path, / 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of ? the apron (for a side-loaded garage) to the rear edge of the pedestrian path, 6 The driveway slope is Less than 8.0%, 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes, 10 A major flood routing path is located on this lot, If Yes, does it match Master Grading Plan? If No, ? proceed with review. 11 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown {not to be verified). 13 Garage floor elevation is shown (not to be verified), 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end ofservice elevation ? for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. ~ 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 laocation and size of existing sidewalklbike path along side property line is shown and labeled, ? 21 Tree Ian size is shown and labeled as 7 feet, ? 22 100-year Floodplain, Floodwa FEMA FIRM Map Number; y, and Flocdway + 20 feet is shown and labeled 23 Erosion control is shown, labeled Ohs Effective Date: Q~'• 2 ~ • 9 !1 and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawin 25 "No Parking Zone" along street frontage is shown, Iabeled and matches the record gs 26 Easements are shown, labeled and match the recorded Final Plat ed Final Plat ? 27 The drawing scale is shown. ? 28 A north arrow is shown, 29 If a cower lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: APPROVED CJ DISAPPROVED C3 Expedited Second if this Site plan is disapproved, please return this checklist Review applications to the Division of Building Standards. the redlined Site plan, and two revised permit ?007 N:1Engin oerin g1POLICI'IENGAOL419, doc 5750 Chandler Court REVISION DATE & REQUEST 1 Westenfille, OH 43082 1 E-Mail: hoyssincCaol.com H `l z Phone (614) 895-1922 SURV PING s Survey Fax (614) 895-1949 SERVIC S, INC. Construction Fax (614) 895-9549 FOR VIRGINIA HOMES HOUSE STYLE 620 "A" BASIC LOT/SUBDIVISION 39 BISHOP'S RUN SEC. 2 CITY OF DUBLIN SCALE 1" = 20' PB. 5 PG. 122 DATE 07.24.07 ORDER NO. DRN. JW/NV CK. FLOOD ZONE X COMM. PANEL 390808 PAGE 0150B DATE 09.27.91 MINIMUMS R:25%=3 S: 6/14' "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY 1,40`rICI; TO APPLICA' THE CITY OF DUBLIN PRIOR TO INSTALLATION."cPAr0,fl!ERic1v1c AssoclaTlc: MAY BE REQUIRED ! G iT IS RESPOt9SIBLE FOR CC;' l,PF'Lf Street Trees Required iN ;LL APPLICABLE RLE FOTII CALL CITY FORESTER BEFORE ORDER 6833 BEARCLOVER DRIVE 50' AM INSTALLATION NO PARKING Bikepath/SWWalh i CALL INSPECTION, LINE TO (BMC) SCHEDULE INSPECTION 930.83 931.01 931.06 930.83 7' B/C X WATER TAP FIRE HYDRANT 11' B/C "All ~ 90.00' 4' WALK 931.10 931.31 30 STM 931.10 J MANHOLE SAN. SEW. TAPS 20' EASEMENT T.C.= 931. SLOPE= 5.50% E.O.S.- 922.30 . t3 32.33' 7v " r------ - - I I 28.00' ' J Screen All Mechanical Units DRIVE 30' BLDG. LINE ' FROM PUBLIC RyO•W 931.60 0 21.00 r' ' I p~yNINO DIVISION 0 11.°1 ? ? N 19.00 M 931.90 38 933.10 ? o0 14 000 1 o tl I F.F. = 934.90 12.50 cV =33. 1 c~ I 11.00 12.50' 11 F.F.= 935.10 I 11 I Q T.O.B.= 934.10 0 V/ o W M BASE.= 926.35 o M~_ Mf ~ aI 40 I I Q I o q j~ o ~ ° I mot- I Q ° 1 I ? ° F.F. = 934.90 e Q Vi / M M ? M I C-) C H i 21.00 N N 23.17 a` i Z ° z I 933.10 I w g ~ w 5.0 ; ZONING COMPLIANCE z 930.60 w Z C UNIT APPROVED AS NC" t 0 1 CITY OF t~~b- L3N, C,~i~O CL)Q= 39 Tree Pr4cti, n Fincin 3 37 I 52.34' MUST BE INSIALLE; AND INSP~CTTED O w CC w s I PRIOR TO START Of ANY (:pNSTRllCTION U `P.F. = 934.70 CALL PLANNI G DID ION J• R INSPECTION ~20' NO BUILD I CATCH BASIN ZONE , - ---J L------ L T.C.= 929.'Qiy T-- 930.90 . f~5 10' EASEMENT EX. 90.00' EX. ENr,1N'EERING CON[PIIANCE SEDIMENT FENCE NOTE: WATER SERVICE SIZE = 3/4"." City of Dublin DROP INLET FILTER APPROVED AS NOTED ; NOTE : BUILDERS TO PROVIDE BUILDER TO MAINTAIN TREE PROTECTION DURING ALL I HEREE#&%fPNA5%TROL PHASES OF CONSTRUCTION. PLOT PLAN GRADE ELEVATIONS SHOWN ON We hereby certify that the foregoing PLOT PLAN was prepared from THIS PLOT PLAN ARE THE information provided by the Client and data obtained from Engineered Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA RESULT OF AN "AS BUILT" SURVEY purpose of obtaining a building permit. The use of the Plot Plan for any ```````~~~tt? PERFO OF ~?UO FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other pw•pose is strictly prohibited. RMEp Old Slm LOT 12 600.0 WALK 296.0 HOUSE 2896.0 Soo COV. 9356.0 } HOY ' 7313 Casltis°' p DRIVE 851.0 LOT COV. 22.98% SURVEYOR OR BUILDER SIGNATURE Dom- APPROACH 190.0 By i A eo lets TJ-%pert frasaing plan requires the~Trus Jbist FraRHar's Pocket Guide ~P y See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ`A pe " ~ a~ HANGER LIST -Simpson Strong-Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Hi 13 IUT11 1D-N10 2-N10 1s NOte9 N2 1 MIU1.81/9 i6-l0d 2-N10 (51(6) H3 1 U414 16-lOd 6-lOd {2) 15)(6) (2) Hanger Notes: l2) Web-Stiffeners Required (5) Backer Blocks Rewired {6) Filler Blocks Required JOIST AND BEAM LIST Plot ID Length Product Plies Qty A20 20~ 11 7/Bn TJI 110 foist 1 10 ies Qty A17 17 it 7/8 TJI 110 foist 1 21 A16 16' 11 7!8" TJI 110 foist i 3 1 10 1 21 A15 15' 11 7/B" TJI 1.10 foist 1 1S A14 14' ll 718" TJI 110 foist 1 S 1 3 1 15 1 5 A12 12' 11 7/B" PJI 110 foist 1 10 A7 7' 11 7/8" TJI 11D foist 1 10 B7 7' 11 718 TJI 110 foist 2 12 C15 15 11 7!8 TJI 230 foist 2 2 2 12 2 2 Mi 15' 1 3/4" x it 7/8" 1.9E Microllam LVL 3 3 A3 ~ TS1 13' 1 3/9° x 11 7/8" 1.5E TimberStrand LSL 1 1 TS2 12' 1 3!9" x 11 7/8" 1.5E TimberStrand LSL 1 1 3 3 1 1 CS CS CS CS 54 CS CS TS3 14' 3 i/2" x 11 7j6" 1.5E TimberStrand LSL 1 1 TS4 4' 3 1/2" x 11 718" 1.5E TimbetStrand LSL 1 1 1 1 1 1 Rml 1 Aml 1 1 ACCESSORIES LIST Wbl 8 7/8" 5/8" x 2 5/16" Web Stiffeners 2 9 Rml 16' 1 114" x 11 7l8" 1.3E TimberStrand LSL 1 11 2 4 Bbl 1' 1" net Backer Blocks 1 1 I ! Fbl 2' 2x6 + 1/2" oluwood Filler Blocks 1 1 1 11 1 1 I ~ ~ Bk1' 9' 9 7116" 11 7 8" TJI lIl0 Blo king Panels 1 81 Bk', Random length blocking uanel cuts g 1 83 1 1 ` ' Bk, Blocking Panelsl Rm, Rim Board I I ~ IA17 A16 AI? ~ 16° I i i Bkl Al Bk14 5/8" d~ A15 ~ iN A3 ~ ~ ~ TS1 16" I ~H2 - -«N3 Hl PI4 5Rmi16" I 5.31 (I~ A7 12.82'13.67" I ~ I Al Bkl ' ~kl ekll 9116" 3 Rml ~ CREATED BY ~ Baker Lumber Inc 2325 W Granville Road I 1 I I { Columbs, OH 93235 ~ 18.19" ( I 619-669-8391 i { G FA%: 614-8692399 13.86" 1 y Alz F' A19 y I~ I F LEVEL NOTES File Name: 39br.job { Level Name: 1st Deck ~ Plotted: 7131 2007 09:17 A20 / ~ Design Status; ~'i ' 1st Deck.....?/31/2007 09:16 I CS { 2nd Deck.....7/27/2007 19;90 3rd Deck.....?/2T/2007 19:90 A3 g 3 ; A ghRRoof....7l2?/2007 19;22 19 Rml CS BBO ' ---I- NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD i Floor Area Loading Is; 90psf Live Load and 12 psf Dead Load ~ ~xG/360 Live Loadection: G/290 Total Load TJ-Pro Rating Information: SYMBDL LEGEND Weighted Average: 99 Rml Lowest Rating: 37 Highest Rating: 69 O Point Load Glued & Nailed Deckfna is Required Line Load Direct Amolied Ceiling is Not Required A3 Floor Decking: 23132" Panels (29" Span Rating) C~ Area Load ormal O.C. Spacing - 16"i BBO Beam By others 'Unless Hated othereise Detail Callout Label t O (See Framer's Pocket Guidey ide) Layout Scale: ~I~6" ~ 1' Required Bearing Length in inches o (Adequate bearing has been provided if in inches :en provided if bearing length is not indicated.) Zdicated.) JOB COMMENTS DPI Page 1 of 3 Virginia Homes Model 620 FOR THE TJ XPERT WARRANTY Got 4 39 Bishop's Run JMNTY SEE FRAMER'S P4C@(ET GUIDE r GUIDE TJ~Xpert 6.42 (#69S) C6.42 D6.42 86.42 P6.42 2 PS.42 A complete TJ-Xpext framing plan requires the ~l'rus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide fot Product Txademazk Information ` . TJX ert. p QXpert. , 07W HANGER LIST -Simpson Strong-Tie Company, Inc.94 Plot ID Qty Product Label Pop Nails Face Nails Member Nails Notes Hi 6 IUT3512 10-N10 2-N10 ~5) Votes {5) Hanger Notes: (5) Backer Blocks Required JOIST AND BEAM LIST Plot ID Lengkh Product Plies Qty Qty A17 1~' 11 7I8~ TJI 110 foist 1 5 A9 9 11 7/8 TJI 110 ioist 1 1 5 1 B27 27' 11 718" TJI 230 foist 1 6 B21 21' 11 7/8" TJI 230 foist 1 12 6 12 TS1 6' 3 1/2" x 7 1/9" 1.3E PimberStrand LSL 1 1 1 HEADER LIST Hdl 7' 3 1/2" x 7 1/9" 1,3E TSmberStrand LSL 1 2 2 ACCESSORIES LIST Bbl 1' 5/8" or 3/4" Backer Blocks 1 12 Rml Rml 16' 1 119" x 11 7/8" 1.36 TimberStrand LSL 1 7 12 - Rm, Rim Board ~ 1 A3 N A] A3 •o r Rml H2 fir. . y R ~ E" I` x I N CREATED $Y Rml - t - - Baker Lumber Inc N 2325 N Granville Road Columbs, OH 43235 614-869-6341 FAX: 619-8892399 U A3 ~ o ~ R" g N P4 A LEVEL HOTBS File Name: 39br.job Level Name: 2nd Deck _ _ _ Plokted: 1/27/20D7 14:51 Rmi ~ ~ ~ Design Status: 1st Deck.....Not Designed 2nd Deck.....?/27/2007 19:40 ' 3rd Deck.....?/21/20D7 19:40 Low Roof.....7/27/2D0? 14:90 Hfgh Roof....7/27/200T 14:22 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Nethodology: ASD Floor Area Loading Is: 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection: LJ360 Live Load W290 Potal Load TJ-Pro Rating Information: Weighted Average: 37 Lowest Rating: 35 Highest Rating: 91 SYMBOL LEGEND Glued & Nailed Decking is Required Direct Anmlied Ceiling of 112" Gvosum is Required O P©int Load Floor Decking: 23/32" Panels (24" Span Rating} Normal O.C. Spacing • 16"' - Line Load +Unless noted otherwise O Area Load Detail Callout Label " ~ ~ v (Sea Framer's Pocket Guide} Layout Scale" 114 1 Hd-t Header. and ~t indicates quantity of 2x trimmers requirad at ends ntity of 2x JOB CAhV4ENTs Page Z of 5 DPI Virginia Homes Model 620 Lott 39 Bishop's Run FQR THE TJ~xPERT WARRANTY RANTY SEE FRAMER'S POCKET GUISE TJ~Xpert 6.41(k693j C6.4Y D6.42 36.42 P8.42 GUIDE 1.42 A eo late TJ-S rt framin lan r fires tbd Tru6 Jbist Framer's Pocket Guide ~ See TruseJoist Frame's Pockete Guide for Product Trademark Information ` . TJ~X er#. p TJ RY-t. a haw HANGER LIST - Simpson Strong-Tie Company, Inc.® RmiHd9-lt Hd3-lt Hd -lt H -lt _ Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes -I-- h- - -i I- • ---4 1-- • Notes 1 1 1 1 H1 19 IUTil 10-N10 2-N10 H2 9 IUT11 10-N10 2-N10 H3 2 IUT11 10-N10 2-N10 - _ Hanger Motes: JOIST AND BEAM LIST - - Plot ID Length Product Plies Qty :s qty A22 22~ 11 7/B" TJI 11D foist 1 10 1 10 A15 15~ 11 718 TJI 11D foist 1 6 A14 14 it 7/6 TJI 11D foist 1 9 1 6 1 9 A13 13' 11 118" TJI 110 foist 1 9 A12 12' 11 7/8" TJI 110 foist I 4 1 9 1 4 M1 17' 1 3!4" x 11 7!8" 1.9E Microllam LVL 2 2 _ _ N .N M2 13' 1 314n x 11 718" 1.9B Microllam LVL 1 1 T51 8 3 1/2 x 4 3/6 1.3E TimberStrand LSL 1 1 2 2 1 1 _ a ~ TS2 7' 3 1/2" x 4 318" 1.3E TimberStrand LSG 1 1 T53 1D' 3 1/2" x 8 5/8" 1.3E TimberStrand LSL 1 1 1 1 1 1 1 1 TS9 16' 3 1/2" x 11 7/B" 1.5E TimberStrand LSL 1 1 1 1 HEADER LISP Hdl 17' 3 1/2" x 4 3/8" 1.3E TimberStrand LSL 1 1 Hd2 9' 3 1/2" x 4 3/8" 1.3E TimberStrand LSL 1 1 1 1 Hd3 4' 3 i/2" x 4 318" 1.3E TimberStrand LSL 1 2 Hd4 7' 3 1/2" x T 114'" 1.3E TimberStrand LSL 1 1 1 1 1 2 Hd5 6' 3 1/2" x 7 i/4" 1.3E TimberStrand LSL 1 1 1 1 1 1 ACCESSORIES LIST Rml 16' 1 i!4" x it 718" 1.36 TimberStrand LSL 1 1 1 7 Pcl 11' 10 1!4° 1 3/4" x 11 T/8" 1.9& Microllam LVL 1 1 ~-'y~-~--~ Pc2 7' 2 1/4"" 1 3!4""x it 7/8" 1.9E Microllam LVL 1 1 Bkl 1' S 7116 11 7I8 TJI 110 Blocking Panels 1 6 1 1 1 1 Bki* 1' 9" 11 7/8" TJI 110 Blocking Panels 1 1 Pc2 Bk*. Random length blocking Hanel cuts 1 6 1 1 Bk, Blocking Panels Rm, Rim Board; Pc, Parallel Closure s P P w 2 1 1/211 T.._ 7 ' N 1 'N - 3 Pcl N ~ ~ N ~ ~ A3 .~-M___-- ~ ~E a CREATED BY i _ A3 Baker Lumber Inc 2325 W Granville Road u, Columbs, OH 93235 ~ ~ j FAX1461998892399 j Ai LEVEL NOTES File Name: 39br. job Level Name: 3rd Deck Plotted: 7/31/2007 06:39 Rmi Design Status: 1st Deck. ,...Not Designed 2nd Deck..,.,?/27/2001 14:90 11 5116" 3rd Deck.....']/27/20D7 14:40 Low Roof.....1l27/20D7 14:40 A g High Roof..,.7/27/2007 14:22 - 1 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 12 psi Dead Load Maximum Joist Deflection: y L/360 Live Load H L/290 Total Load SYMBOL LEGEND TJ-Pro Rating Information: Weighted Average: S1 Point Load Lowest Rating: 95 " Highest Rating: 51 Line Load Glued 6 Nailed Decking is Repaired p Area Load Aitect Applied Ceiling of 1/2" Gwsum is Rewired TS1 Hd2-lt Floor Decking: 23!32" Panels {24" Span Rating) Detail Callout Label - ~ _ . Normal O.C. Spacing = 19.2"* ~ {See Framer's Pocket Guide) 1 1 *Unless noted otherwise Hd-t Header, and -t indicates quantity of 2x antity of 2x ,1 trimmers required at ends Layout Scale: 1~4" ~ t _ Rewired Bearing Length in inches p tAdeauate bearing has been provided if Hdl-lt beazing length is not indicated.) inches provided if 1 ated.) JOB COMMENTS DPI Page 3 of 5 Virginia Homes Model 620 , Lot 4 39 Bishop's Run FOR THE TJ-XPERT WARRANTY MAN'TY SEE FRAMER'S POCKET GU1DE GUIDE TJ~lfPert &42 (#69S) C6.42 D6.4136.42 P6,42 06.42 See Trus Joist Framer's Pocket Guitle for Pw`oduct Trademark Information TJ Xpert by Trus Jest Joist JOIST AND BEAM LIST Plot ID Length Product Plies Qty Qty M1 12' 1 3/9q x 9 1/2~~ 1.9E Microllam hVL 1 1 TS1 8 3 1/2 x 9 3/8 1.3E TimberStrand LSL 1 1 L 1 TS2 7' 3 112" x 4 3/8'" 1.3E TimberStrand LSL 1 1 L 1 HEADER LIST Hdl 17' 3 1/2" x 9 3/8" 1.3E TimberStrand LSL 1 1 Hd2 9' 3 1/2" x 5 1/2" 1.3E TimberStrand LSL 1 1 L i 0 BBO ' Ml 1 $ N tq (ti F 1 i---- TSl Hd2-lt 1 i Hdl-1t i ~ CREATED BY' Baker Lumber Inc 2325 W Granville Aoad Columbs. OH 43235 614-869-8341 FAX; 614-8892399 LEVEL NDTES File Name: 39br.iob Level Name: Low Roof Plotted: 7/27/2007 14:53 Design Status: 1st Deck.,...Not Desioned 2nd Deck.....?/27!2007 14:44 3rd Deck.....?/27/2007 14:40 Low Roof.....7/21/2007 14:90 High Roof....7/27/2007 14:22 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loads Varv: 20 to 20osf Live Load (115$ LDFI and 12 to 19.2 sf Dead Lpad SYMBOL LEGEND Maximum Joist Deflection: L/360 Flat Roof - Live Load O Point Load L1240 Sloped Roof -Live Load L/240 Flat Roof -Total Load Line Load L/180 Sloped Roof -Total Load ? Area Load Layoat Scate: ~14~~ BBO Beam By Others Hd-t Header. and -t indicates quantity of 2x trimmers required at ends antity of 2x JOB COMNENTS Vtrcinia Homes Page 4 of 6 Model 624 Lot f 39 Bishop's Run NOT FOR CONSTRUCTION Required Y[aidility Not Preaent JC ION 'fJ•XPert 6.42 (#66S) C8.42 D6.42 88.42 P8.42 12 88.42 P5.42 A complete TJ-Xpert framing plan requires the Tres Joist Framer's Pocket Gvide See Trus Joist Framer's Pocket Guide for Product Trademark Lnformation , TJX erl. f TJXpert. p a ;VaW HEADER LIST Plot ID Length Product Plies Qty is Qty Hd2 6~ 3 1l2° x 4 3I8" 1.3E TimberStrand LSL 1 12 ' " x 5 1/2° 1.3E TSmberStrand LSL 1 1 1 12 1 i Ndl-lt Hd2-lt Hdl-lt Hdl-It Hdi-lt 1 i 1 : x~ I x x CREATED BY Faker Lumber Inc 2325 W Granville Aoad Columbs, OH 93235 614-689-6391 FAX: 619-8892399 LEVEL NOTES File Name: 39br.job Level Name: Nigh Roof Plotted: 7/27/2007 14:52 Design Status: 1st Deck....,Not Designed 2nd Deck.....7/27/2007 14;40 Ndl-1t Hdl-lt 3rd Deck.....7/27/20D7 19:40 BEO Low Roof.....7/27/2D07 14:9D 1 1 High Roof....7/27/2D07 19:22 NDTE: Level design times indicated above provide assurance for proper level stacking. Hdl-lt Hdl-lt Hdl-it Design Methodology: ASD Roof Area Loads Varv: 1 1 1 20 to 20psf Live Load (1158 LDF? and 12 to 19.2 sf Dead Load SYFIDOL LEGEND Maximwo Joist Deflection: L/360 Fiat Roof -Live Load O Point Load L/240 Sioaed Roof ^ Live Load L/290 Flat Roof -Total Load Line Load L/180 Sloped Roof -Total Load ? Area Load Layout SCale:1l4" ~ 1~ 880 Beam Ry Others Nd-t Header, and -t indicates quantity of 2x trimmers required at ends City of 2x J08 C01~R4ENTS DPI page 5 Of 5 Virginia Homes Model 620 Lott 39 Bishop's Run FOR THE TJ~XpERT WARRANTY ANTY SEE FRAMER'S ~oCKET GUISE TJ Xpert 8.42 (#683) C6.42 48.42 S6.42 p6.42 UIDE 1z _~.1_~..~ - - - - - - n _ _ _ ~ ~a...~-_- - i GLNLI~/"~ NOTLJ 23. 5111s and sleepers on a concrete or masonry slab which Is in direct contact L >~00~ GONST>~ G U TION with the ground shall be preservatlvely treated or decay resistant heartwood of redwood, black locust, or cedars. I. Dimensional lumber used for all Framing, except trusses, studs, sole plates, I. Trusses shall be pre-engineered by the manufacturer, all truss data and and cap plates shall be SPRUCE PINE FIR No. 2 or better. (North) layout Sheets shall be provided prior to framing Inspection. N 24. Wood columns shall be approved wood of natural decay res'Istance or N N 2. Areas to receive ties or marble floors ma need to be stiffened be and approved pressure preservat(vely treated wood, 2. Rafters shall be nailed to ceilin oists to form a continuous tie between y y 9J minimum code requirements to prevent cracking -builder and Installer shall 25. Protection a ainst radon shall be installed as re uired er local urisdict(on. exterior walls where Joists are parallel to the rafters. Where not parallel, determine same. 9 ~ p J rafters shall be tied with a rafter tie, located as near the plate as LIGHT & VENTILATION SCHEDULE 2b. The maximium len th of a 4" diameter clothes dr er exhaust duct shall not practical. Rafter ties shall be spaced not more than 4 feet on center. 3. Dimensional lumber used for wall studs, sole plates, and cap plates shall be 9 y RaFters shall be framed to ridge board or to each other with a gusset plate ruse Pine Ffr No.2 or better. (North) exceed 25 feet from the dryer location to wall or roof terrmination. as a tie. 5p W w 4. All dimensional lumber shall have a maximum moisture content of 19~. 3. Ridge board shall be at least I" nominal thickness and not less In depth than the cut end of the raFter. At all valleys and hips there shall ba a valley or ROOM NAME ROOM S REQUIRED ACTUAL REQUIRED ACTUAL BEDROOM BEDROOM ~ ~ 'n 5. Where the term "G ~ N" Is noted on the plan set it means glue and nail. hip rafter not less than 2" nominal thickness and not less in depth than the ROOM SQFT. WINDOW TYPE GLAZING 5Q, FT. GLAZING 5Q, FT, VENT SQ, FT, VENT SQ, FT. NET, CLEAR OP6 EGRESS 5Q, FT, W N Gluing shall conform to the Information stated below, Nailing shall appl cut end of the rafter. Hip and valley rafters shall be su ported at the ridge enough clampin force to hold the glued mating surfaces in contact un fl the by a brace to a load bearing partition or be designed o carry and glue attains ful strength. distribute the specific load at that point. GREAT ROOM 299 299 SINGLE HUNG 23,92 99 11.96 15 ~ ~ 6. Where gluing of wood members Is specified the glue that Is to be used (s 4. Roof assemblies shall have rafter or truss ties provided at load bearing Titebond Construction Adhesive" as manufactured klin ntern I n I or ~OUNdATI ON5 ~ GONGI~~T~ locations. by Fran I at o a KITCHEN /BREAKFAST 271 equal. FAST 211 SINGLE HUNG 21b8 55 10,84 215 7 ~ ~ L The assumed soil bearing capacity shall be 1,500 psi U.N,O. 5. Roof sheathing shall be su ported with blocking or edge clips when raFters 7. Where gluing Is specified It shall be completed as Follows; or trusses are 24 on ten er or greater. DINING ROOM 141 A. Place continuous bead(s) of glue on one of the surfaces to be hied. 2. The finished grade shall fall a minimum of b" In the First 10 feet from bulling 141 SINGLE HUNG 1128 51 5,64 255 ~ H ~ 9 er(meter. b, 510 es less than four in twelve shin les shall be installed over 2) la ers of B. Nail so that surfaces are held tightly together until glue attains full p p 9 ( y FAMILY ROOM 608 608 SINGLE HUNG 48b4 42 2432 21 ~ a `r strength. #15 felt applied parallel to eaves with 19 top lap and 12 end lap, with end V 0 G. Wipe away any excess glue which is expelled IF It's appearance will be 3. All concrete shall have a minimum 28 day compressive strength of 3000 psi laps located at least b feet from end laps in preceding coarse. DEN 156 unacceptable in the finished structure. except as noted. Goncrete ex osed to the weather and in .a horizontal 156 SINGLE HUNG 12.48 3b 1624 18 hii N V position in the final structure s all have a minimum 28 day compressive "f. Roof sheathing shall be I/2" lywood or -i/Ib" 05B exterior grade. Provide 8. The following fastening schedule outlines the minimum requirements and shall strength of 4500 psi and shall contain 535 - 7S5 entrained air, Goncrete plywood clips at unsupporte edges midway between members. be used in conJunction with the complete fastening schedule In the current shall not contain calcium chloride. Basement stabs shall be ca minimum 3 I/2 . code. Porches, steps and garage floor slabs shall be a minimum 4"' 8. Trusses shall be designed by a Structural Engineer registered In the State MASTER BEDROOM 297 'M 291 SINGLE HUNG 23,16 30 11.88 15 24" X 20" MIN. MIN, 5,15QFT (R5N = rln shank nail GWN =common wire Hall) of Ohlo. trusses shall be designed in accordance with the National Design W A. Sub F oor to o(sts: fasten with lue and I-8d R5N ®b" c%. 4. All concrete work shall comply with: SpeclFicat(on For wood and the Truss Plate Institute Recommended Practice 9 a. AGI 301-84 "5 ecif(catlons for Structural Goncrete For Bulldin s" of Desl n TPI-85. Roof trusses shall be deli ned for the followin loads: BEDROOM #2 156 B. Sole plates o sub Floor: glue and I-Ibd GWN ®8 c%. P 9 9 9 9 156 SINGLE HUNG 12.48 30 b.24 15 24" X 20"MIN. MIN, 5,15QFT O G. Studs to sole plate: fasten with 2-Ibd GWN. (revised IG87) D. Studs to cap plates: fasten with 2-Ibd GWN. b. AGI 318-83 "Building Gode Requirements for Reinforced Goncrete" Top chord 11ve load = 25 psF. BEDROOM ~3 157 157 SINGLE HUNG 12,56 30 6.28 15 24" X 20" MIN. MIN, 5.1 SQFT a E. Stud-to-stud and plate-to-plate: 2-IOd GWN ®b" c%. (revised IgBb) Top chord dead load = 10 psF. F. Roof sheathin to trusses: 8d GWN ®4" c%. Bottom chord live load = 20 psf, 9 5. All Footin s shall be as folio s: sed on 1500 si soil be In Bottom chord dead load = 10 sf. BEDROOM #4 149 G. Roof trusses to walls: Simpson Strong-Tie anchor H2.5. g w Na p ar ~ p 149 SINGLE HUNG IL92 15 5.96 15 24" X 20" MIN, MIN. 5,15QFT H. Multiple 2x lintels: G ~ N with Ibd GWN's as required. nominal wall thickness -footing depth - footln wuidth Total load = b5 psi. 241 SINGLE HUNG 19.28 33 9.64 15 24" X 20" MIN, MIN. 5,15QFT I. Multiple LVL beams: Fasten per manufacturer recommendations 8" 8" I BONUS ROOM 241 J. Roof trusses to LVL: Simpson Anchor HU210. 10" 8" 18" 12° 8° 20" G. h9here "LVL" "L5L" or "PAL" is noted on the drawings the products used must meet the Following criteria: b. Masonry fireplace footings shall be a pad type footing which shall extend b - MIGROLAM (LVL) M.O,E. = I,g00,000 sl. (minJ past all faces of the fireplace foundation and shall be 12" (min.) deep. NOTE: THIS SGI~DILE 15 FOR LIGHT: P 11E ly FOR LIGHT AND VENTILATION, IT 15 NOT INTENDED FOR COMPLETE WINDOW TAtKEOFF. C - Fb = 2600 psi i - TIMBERSTRAND (L5L) M.O.E. = 1,300p00 psi. 7, Footings shall extend below the Frost I(ne of the Local Governing minimum pp CCpl CG ~ VENTILATION EXGEP110N: AN APPRC - Fb = 1700 psi accepted frost depth. (see delsgn criteria this sheet) ~ I ILL I- L!`~G L J WHOLE-HOUSE MECHANICAL VENTILATI EPT10N: AN APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE IOF PRODUCING 035 AIR GRANGE PER HOUR IN THE ROOM OR A r IANIGAL VENtILATION SYSTEM 1511~itALLED CAPABLE OF SUPPLYING OUTDOOR VEPJTILATION AIR of 15 GUBIG FEET PER MINUTE (GFI~ PER OGGIPANT - PARALLAM (PAL) M,O.E. = 2,000,000 psi. COMPUTED ON THE BA515 OF TWO OG BASIS OF TWO OCCUPANTS FOR THE FIRST BEDROOM AID ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. - Fb = 2000 psi 8. Foundation anchorage shall be min. I/2 diameter bolts and shall extend a I Chimneys shall extend a minimum of 2 Feet higher than any portion of the minimum'!" into poured concrete and 15" into masonry. Bolts shall be spaced building within 10 feet but shall not be less than 3 feet above the point where ' LIGHT EXCEPTION: ARTIFIGAL LIGHT ARTiFIGAL LIGHT 50'JRGE 15 PROVIDED CAPABLE OF PROVIDING AN AVERAGE ILILUMINATION OF b FOOTGANDLES OVER THE AREA OF THE ROOM AT ~ 10. For all elements of construction not specifically noted on these drawings b'-0" on center max. And 12" from corners max. the chimney passes throw the roof. A HEIGHT OF 30 INCHES ABOVE THE f ~HES ABOVE THE FLOOR LEVEL, ~ shall comply with the Local Governing Codes, Requirements, and Regulations. Q. Approved anchor straps shall be installed per manufacturerrs 2. A portion of a chimney located in the Interior of the building or within the ' APPLICABLE ONLY WHERE IT IS REQUIRED BY LOCAL CODE recommendations. exterior wall of the building shall have a minimum air space clearance to combustibles of 2". ~T7 I-- 10. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently 3. Ghlmne s located entire) outside the exterior walls of the bulidin , includin w Q braced to revent dama e the backflll. y y 9 9 p g by chimneys that pass through the soffit or cornice, shall have a minimum air U space clearance of I" the airspace shall not be felled, except to provide II. All surfaces of Steel columns shall be given a shop coat of rust fire blocking -Inhibitive paint unless treated to provide corrosion resistance. n ~ 4, Hearth extensions shall extend a minimum of Ib" in front of, and a minimum of pLANN I NlJ 12. Crawl s ace shall be provided with continuously operated mechanical 8", be and each side of the fire lace o enin less than b s ours feet and p " y P P 9 q ventllat(on at a rate of L0 cfm per 50 sq. Ft. Of crawl space minimum with 20 and 12 respectivly for b square Feet or larger. I. All Interior and exterior stairwa s shall be provided with a means t0 approved vapor barrier over base coarse. Illuminate the stair, including the anding and the treads. 5. Woad or combustible materials shall not be placed within 2" of the outside 13. All anchor bolts shall conform to ASTM A307. front, back, or side surface of a masonry Fireplace, including the smoke 2. Gelling heights In basments without habitable spaces shall not be less than ~ chamber, and not less than b" from the Inside surface of the nearest flue feet 0 Inches clear except for under beams, girders, ducts or other 14. All reinforcing steel shall be grade b0. lining. O obstructions where the clear height shall be b feet 8 inches. 15. Center footings on column centerlines, b. Factory built fireplaces shall be Installed in accordance with the 3. Garage Floor surfaces shall be sloped to facilitate the movement of liquids manufactures recommendations and a copy shall be provided prior to U toward the main vehicle entry. 16. Encase all steel columns, bearing plates, and anchor bolts below grade Inspection. with a minimum 3 concrete cover. 4, The dimensions of a window well serving an E.E.O. window shall provide a min. "I. Factor built or masonry fireplaces shall be provided with an exterior air net clear area of 9 square feet with a minimum horizontal proJectlon and supply o assure proper fuel combustion. width of 36 Inches. 5. Hazardous lazing shall be located in the followin locations; in ail doors , 9 9 includin slidin lass doors and sideli hts; lazin in doors and enclosures WALL NEIGH . 9 9 9 9 ZL HEIGHT REQUIREMENTS DESIGN LOADS for hot tubs, (rlpools, bathtubs and s owers; glazing (n walls above bath tubs or within a 24" arc of a door (n a closed position or otherwise noted on ( RGO 2006 EDITION ) these plans. MAXIMUM ALLOWABLE HEIGHT AND 51 3LE HEIGHT AND SPACING 00 WOOD 51U0 WALL EXPOSED TO WIND ~L00>~ GONSTRUGTION SPEED OF 80 MPH IN SEIEMIG ZONES IN SEIEMIG ZONES 0 d I AND SUPPORTING A ROOF ONLY OR ONE WALLY, S,P,F, WOOD STU05 b. Openings between the garage and the residence shall be equlped with I FLOOR AND RODF I. Joists under parallel load bearing partitions shall be doubled or a beam of H~ATI NG ~ COOL I NC either solid wood doors 13/4 inches in thickness or 20-minute fire-rated ode uate size to su ort the load shall be rovided. HEIGHT FLOOR JOIST: 1JI FLOOR JOIST OR doors. q pp p FLOORS; NOTED OTFERWISE ~ O.G. Ib" O.G. 12" O.G. 8" O.G. I. All HVAG work shall be installed in accordance with the OBOA Bulldin code (FEET) 24" O.G. IE ends of ist be r irder shoe 9 > 10 2X4 OR 2Xb (2) 2 7. Every sleeping room shall have at least one operable window or exterior 2. The each Jo am, o g I have a minimum of I Y~ of in aFFect in this Jurisdiction. 4 OR 2X6 (2) 2X4 OR 2X6 2X4 2X4 1ST FLOOR 50 PSF LIVE LOAD door approved for emergency escape or rescue with a min, Net clear load bearing on wood or metal and a minimum of 3 on masonry or concrete. 12 2Xb 2X6 2Xb {2) 2X4 OR ZXb (2) 2X4 OR 2Xb 2ND FLOOR 40 P5F LIVE LOAD ~ opening hgt. OF 24 inches and a width of 20 inches. 2. When heating and cooling equipment Is located in an equipment room, an 14 (2) 2Xb OR 2X8 3. Pre-engineered Floor Joists, and or trusses shall be engineered b the unobstructed working space not less than 30 Inches wide and not less 6 OR 2X8 2X6 2X6 2X4 OR 2X6 10 PSF DEAD LOAD ~ manufacturer, engineered data sheets shall be provided prior to taming than 30 Inches hl h shall be rovided aeon the control side of the I6 2X8 2, 8. A minimum 3 x 3 landing shall be provided at all exterior doors with (3) or Ins ectlon. e I p 9 2X8 {212X6 OR 2X8 {212Xb DR 2X8 2X6 BALGONYNEGKS: 60 PSF LIVE 10A0 more risers. p qu pment when e door of the equipment room Is open. 18 (2) 2X8 2X8 2X8 (212Xb OR 2X8 (2) 2X6 OR 2X8 ROOF WI GLG, LOADS: 30 PSF LIVE LOAD U-1 „ 4. Drillin and notch(n of re-en sneered floors shall be done er 3. Fuel burnin heatin an olln a ui all r I 1 h vol 20 (2) 2X8 9. The maximum riser height shall be "f 3/4 and the minimum tread depth shall 9 9 p 9 P g d co g q pment sh be p ov de w t a ume of 2X8 {2) 2X9 2X8 (2) 2X6 OR 2X8 ROOF WIO GLG, LOADS: 20 PSF LIVE LOAD O be 10" with a nosin of not less than 3/4" but not more than I f/4" at stairs manufacturers recommendations. 50 cubic f .per 1000 etu/h. or an air supply shall be provided to assure APPLICABILITY of THiS TABLE A55U THIS TABLE ASSUMES THE FOLLOWING: ROOF DEAD LOAD: 10 PSF with solid risers un ess noted otherwise on tans. proper fuel combustion. SNOW LOAD NDT GREATER THAN 25 p 5. Sub Flooring shall be 3/4 tongue and groove (T 4 G) exterior grade. W SURE 16.4 PSF ~REAIER THAN 25 PSF. 4. Ana roved drain shall be rovided to dis ose of condensate from the IND ~ ~ 10. The greatest riser height and tread depth within any flight of stairs shall not b. Draftsto in shall be rovided as re uired when there is a usable s ace pp p p FB NOT LE55 THAN 1181 PSI 16.4 PSF ROOF SNOW LOAD: 20 PSF LIVE LOAD V ~ 11181 PSI exceed the smallest one by more than 3/B" Pp 9 p q p cooling coil. condensate drains shall terminate outside of the building, or to a E NOT LE55 THAN 1.2 X 10-6P51 AND above and below the concealed space of a floor/telling assembly. floor drain, plumbing fixture, sump or approved location. TABLE BASED ON TYP. FIGURES FOR 1.2 X 10-6P51 AND MAXIMUM ROOF SPAN OF 32 FEET WIND SPEED: 100 MPH. II. Winder stair treads at a point not more than 12" from the side where the TYP. FIGURES FOR STUD GRADE SPRUCE-PII~fIR (SPF 1 EXPGSURF C' ~ Q treads are narrower shall not be less than 9" and the minimum depth of any tread shall not be less than b" MAXIMUM ALLOWABLE HEIGHT AND 51 3LE HEIGHT AND SPACING 00 WOOD 51UD WALL EXPOSED TO WIND SEISMIC CONDITIONS BY ZONE: A ~ ~ ~ z SPEED OF 80 MPH IN SEIEMIG ZONES 12. Enclosed accessible space under stairs shall have walls, under stair surfaces FLOOR AND ROOF IN SEIEMIG ZONES 0 ~ I A~ SUPPORTING A ROOF ONLY OR ONE ICE SHIELD REQUIRED: YES ~ ~ O ~ FLOOD HAZARDS: A. 1/16/19 ~ ~ and any soffits protected with I/2 gypsum board. 8.4/22/91 n/, ~ ~ ~ HEIGHT F" O.G. I6" O.G. 12" O.G. 8' O.G. WINTER DESIGN TEMP, 5° F I°~r„I ~ t3. Handrails shall be rovided at all stairs with (3) or more risers. Handrails (FEET) 24" O.G. IF p WALL GONSTRUGTION shall have a minimum hgt. Of 34" and a maximum hgt. Of 38" from the nosing > 10 (2) 2X4 OR 2Xb {2) 2; 4 OR 2X6 {2) 2X4 OR 2X6 2X4 2X4 WEATHERING: SEVERE 'Il ~ of the treads. 12 2X6 {2) 2; 2X6 {2) 2X4 OR 2X6 (2) 2X4 OR 2X6 2X4 FR05T DEPTH: 3b' ° ~ n~ ll~ 14. Handrails shall have a circular cross section with a diameter of I I/4" to 2". 14 (2) 2Xb OR 2X8 I. All structural members shall be fastened in accordance with chapter b of the ib (2) 2X6 OR 2X8 l2) 2; b OR 2X8 2X6 2X6 2X4 OR 2X6 TERMITE. YES i-~-1 ~ H Or anon-circular cross section with a perimeter dimension of at least 4 but building code in aFFect. 6 OR 2X8 (?,12X6 OR 2X8 2Xb 2X6 DECAY: YE5 ~ ~ not more than 6 I/4 and a largest cross-section dimension not exceeding 18 (2) 2X8 2; 2X8 (2) 2X6 OR 2X8 (2) 2Xb OR 2X8 2X6 ASSUMED 5011: 1500 PSF 2 I/4". 2. Engineered data sheets for built-up beams shall be provided prior to 20 (2) 2X8 ( framing inspection. 2X8 (2) 2X8 (2) 2X6 OR 2X8 (2) 2X6 OR 2X8 F1EAN AG~AL gyp, 50.1 F. ~ ~ 15. Porches, balconies or raised floor surfaces located more than 30 above APPLICABILITY OF THIS TABLE A55U THIS TABLE ASSUh~S THE FOLLOWING: ~ the floor or grade shall have guardrails not less than 36" in hgt. Open sides 3. All headers (n exterior walls to be (2) 2x8 U.N.O.On plans. SNOW LOAD NOT GREATER THAN 25 of stairs with a total rise of more than 30 above the floor shall have WIND PRESURE OF 16.4 PSF ~REAIER THAN 25 PSF. CONCRETE FLOORS W/ AIR: guardrails not less than 34" In hgt, from the nosing of the stair. 4. Fire blocking shall be provided to cut off all concealed draft openings (both FB NOT LESS THAN 1531 P51 16.4 PSF BASEMENT 4000 P51 J 1531 P51 GARAGE 4000 PSI vertical and horizontal) to Form an effective fire barrier between stories, E NOT LE55 THAN 1,4 X 10-6 P51 ANG 1,4 X 10-6 PSI AND A MAX. ROOF SPAN OF 32 FEET Ib. Re uired guardrails shall have Intermediate rails or ornamental closures and between a top story and the roof space. TABLE BASED ON TYP. FIGURES FOR whit do not allow the passage of a 4" sphere. The triangular opening TYP. FIGURES FOR N0, I OR 2GRADE-PINE-FIR (SPF) ~ m formed by the riser, tread, and bottom rail shall not allow the passage of a 5, All wall and wind shear bracing shall be accomplished by sheathing the entire b sphere. house In 1/Ib 058.8d nails at b on center at panel edges. 8d Halls at 12 on center at panel Intermediates. panels to be nailed to sill plate. 0 z Il. Required smoke detectors shall be hardwired and Interconnected with a battery back-up. In rooms with cathedral or sloped ceilings the location of b. Masonry veneer shall be anchored to the supporting wall with corrosion 0 the smoke detector shall be 3 horizontally from the highest point or per the resistant metal ties. ~L~GTRIGAL manufacturers recommendations. Each tie shall be spaced not more than 32" on center horizontally and shall I. All electrical shall be installed In acco e with the I affect 18. House address numbers shall be posted, 4 Inches in height and visible from su ort not more than 2 2/3 s . Ft. Of wall area. rdanc N.EG. n in this pP q ur(sdictlon. CO. COVER SHEET the curb line. J ER SHEET L0PYRI6FIT X106 ~ rr~ 1 Y'~~ n ~ ~ rY I ~ ~ AI 1 fiRAWIN.S ANA WRITTEN MAIFRIAI APPFARINR ,5. The veneer shall be separated from the sheathing by an air space of a 2. A minimum of one 20-ampere laundry branch circuit shall be provided to 1-1 I UUNDAHUP SAME MAY N llA HUN PLAN KORRK OF DAVID50 K OF DAVIDSON 1HE OR PHILLIPS IIG IW,. ANTHE D SAME MAY WO R S 19. F=oam plastic shall be separated from the interior of the building a minimum minimum of I" but not more than 4 1/2". supply the laundry receptacle outlet(s). This circuit shall have no other - 1/2" sum board. The sum board shall be Installed using a mechanical NOT THIRD COMED D DISOLOSED OR E55 HRNE0 W fNOUT THE EXPRESS RETAIN GONSENT Ni O DARN F DAYIDSON PHILLIPS IW.. v1HIGH RETAIN gyp gyp g Outlets. 12 FIRST FLOOR system. 9. Plashing shall be located beneath the first coarse of masonry above finished T FLOOR PLAN TO A PARTY THE CANNON LAW 6OPYR15HT TO THIS MATERIAL ground level above the foundation wall or slab, and at other points of 3. All dwelling unit bedroom(s) branch circuits shall be Protected by an arc-fault 1-3 SECOND FLO( 20. Wall and ceiling finishes shall have a flame spread index of not greater than support. )ND FLOOR PLAN circuit interupter providing protection to the entire circuit. 10. Weep holes shall be provided in the outside wythe of masonry walls at a 2-1 EXTERIOR EL 200' ERIOR ELEVATIONS DATE: 8/I/Ol 21. All exposed insulation materials Installed in floor, roof, and wall assemblies; max. spacing of 33" on center. Weep holes shall be a min. of 3/16"" in A crawl spaces and attics shall have a flame spread index not to exceed 25 diameter located immediately above the flashing. 3-1 WALL SECTIO L SECTIONS THESE DRAWINGS HAVE APPROVED PLANS MUST 138 ON REVISED: with an accompanying smoke developed index not to exceed 450 when BEEN REVIEWED FOR AND SITE FOR ALL INSPECTIONS, tested in accordance with ASTM E 64. 11. Wall studs shall be 2x4'5 @ 16" c% or 2x6'5 ® 16" c%/ and shall be one E-1 BASEMENT El piece full height. Provide a minimum of 2 studs at each 51de of all openings ~MENT ELECTRICAL SHALL COMPLY WITH THE 2008 EDITION OF THE 22. Moisture vapor retarder shall be provided in all frame walls with a max. through all walls unless noted otherwise. E-2 FIRST & SECO T & SECOND FLOOR ELECRCCAL RESIDENTIAL CODE OF OHIO Perm rating of 1.0 on the warm in winter side of the thermal insulation. AS AMENDED .IYI SHEET # COVER I _ _._..~s._,_ - r.Y.,,,..~ _ l 0 oou pOM~C~D N C~O~]~G~C~4~ ~add~ ~ INTERIOR WAIL HEIGHT OF 1'-8' PLUS OR MINUS 2" ~ G°~C ~ ~,I~ ~D~~~IC~a ~ 30X30 = (3) ~r5 EA. WAY 36X36 = (3) ~5'S EA, WAY W m 42X42 = (4) ~5 EA. WAY 48X48 = (4) #5'S EA. WAY 0 ~ ~l' ESI~~Y LU,AD~ SOILB N ~ i tlo N a5 PS ~ O ~x Fi1~.ST FLt?OR~ oPSF LIVE iaPSN DES 4 0 SE~~ND FI~[}OR-- nPSF LNL i4E5F D~.D 3 Rpp~ W GLG LpAp=2 PSF Ll~ i '1~ T7 1 5 / a~~ ~j ~ ~ RppF W 4 C~,G IAA.}=a ~~F ~,~VE PSF D~AIa ~ /~5 F-~ H 65'-0" D~CIGS W/p HQT.TUB= 6oPSF ~ ~ 0 +I~VlYt~l\,111U..,CA~ A7~~1~LtiLL 54-0 II'-0" N V • ; ~SSt1144ED 1 OOPSF S©IL BEAR,~iG GAPAGIT'Y :5.. 33'-0~~ 21'-0' z 't X 2 THE KEN I,AB. 4 C 'f1'On0 OR 23'-2" 5'-0" 4'-10' d GOCUMN TYP, ~ Ib-10 2-8 3-8 a i:~ , I I r---, AG LOG: a jAG LOG,j I r-----~ I I I REINFQRCED PADS ~ I I I I HOSE BIBS I I I I {~Ep HOLES 48" 0IG L-----~ I--- `PAD SIDE UANT~TY~Oi~' I ~t I 12 DEEP REB~.P.~~~ .~Y I " ~ r- I r--------------------------------- I i~ - I I 8 POURED GONG. WALL 8-0 I I ~ ! HIGH W/8' X Ib" GONG. FTR. I I 24 I I I I I I I I ?r I ~ I I I ~ I I I ~ p` I I I I I I ! I I ! 4.. rr~~~7 X I I J. ~ ~ I I I 4" 51EEVE 12" BELOW ~ ~ C I I I rol n ar 2 ~ ~ I I I j TOP OF WALL (PLUMBING) I I r- I I I " I I~ BASEMENT I 4 I I 4" SLEEVE 12" BELOW j j $ ~ Q$ I ~ I rol 1 V. I o - u I I y, ~ 31/2 GONG SLAB OVER I I TOP OF WALL (RADON) i I ~ ~ ~ ~ I I ~ b MIL. VAPOR BARRIER I 8~ I I I ~ ~ 8" POUR1rD GONG, WALL 4'-0' ~ I I ~ ~ OVER GRAVEL FILL (2" MIN. } I HIC ~ p ~ I ~ I ~ ALL BASEMENT WALlS TO I ~ I HIGN WI 8" X I6" GONG. FTR i I , , - I I = BE WATERPROOFED I I - I I - ! I FR I I I j I FRAME 2X4 WALL ON TOP R B ID DEP'~~ I I I i OF 1 I I i OF 4" 5LA6; 5EE DETAIL ~ I ~ ~ I I Q n I 3 SCHEDLII,B ao I I J I I I j l ~ L I lu. I I PIAE COLUAxN U.~~ I I I I I I I ~ U FAMILY ROOM i l O Aix I I II-0 108 I II H ~ ; ~ , ~ , ~ ; . , I 2 2 GONG, 42 X 42 X 12 GONG. 5' 0~~ I I FT . I^U MBAR TYP. FTC. W/ REBAR TYP. I I I I 4"GONG 5LA6 OVER I I ~ I i 6 MIL VAPOR BARRIER I to " I l..,,.._..~ see Lr.Yavt . I I I I I I OVfR GRAVEL FILL (2" MIN.) i I~ ' I I I I I I I I I " I I I I 2 DEEP I I I 8 I/2 EEP I W8XI8 STEEL BEAM CONT. I BM. POCKET I I ~ n I - - - - - - - - - I I I BM. P KET I I I I I I I 3" DIA. STEEL I I ~ I j~ ~ h~i I I N I I~ I I 3' DIA STEEL L------ J ~/N7-VI L _ I 2668 I I I I I I I~ I ~ II 118" TJIS I i I-~ I I COLUMN I ~ -i UP R- ! I I I m I ~ I ABOVE ~ i ~-J I I (4J 2X4 5TUD5 I I I I I I O - I I FOR BRG. I RA L I I I I ~ o I I I I I I 0" I I ~ I r I I I I I I I I I I iv I I ~ " I RA I I 3 10 ~ I ~ 30 X30 GONG. _ ~ - - ~ I I I 3'-10° I I I I r THICKENED SLAB ~ UP 9R 5'-0" I j I 8" POURED GONG. WALL 4P-0' ~ I I I = m I I I I HIGIi WI 8" X Ib" GONG. IFTR I I I j I I I I I I I I I I 3 FLUSH BEAM I ~ Q~ I I I I I ® I I I I I I I I I I I o I I I I 11flU~ HW I I I I I - I I I o m I I ~ ~ ~ ~ I I 10 -8 I I-0 0 -8 3 -10 I 3'-l0" j ~ ~ ~ i ~ ~ I I I 142" 42" X 12" GONG. 42" X 42" X 12" GONG, I I I Fr . W/ REBAR TYP. ~ FTC. WI REBAR 11'P. I I I I I Q I I I I N I I I r1----- I I I I I I I I I I I I ~ I I I I I I I I I I I , L-------------------- , I 81/2 EEP _ _ ~ _ ~ XI8_STEEL BEAM CONT. I i ~ _ _ 8 V2 DEEP I I BM. P KET I I I I J I ~ _ I BM. POCKET I _ _ _ _ I I I I I I I r' I I I I Q ~ I I 3' DIA, STEEL L _ , I 3' DIA STEEL L ~ I I I I I 0 I I COLUMN COLUMN I I I I I I I i i I ~ Z~~I I sn I I I/2" DRYWALL OVER o J l I 9 I I 2X 5TUD5 AT Ib" OlG 5EE EXTERIOR ELEVATIONS d= I I ~ I ~ I I I I i ~ ~ I I 8" POURED CONG. WALL 4'-0" i I h-~1 FG>R FINISHES I I _ ~ ~ I I I ~ - I s- ~ I I I j HIGH W! B" X I6" GONG. FTR I ~ h-i ~I ~ - • ~ I - r----------~ I I TI R M REP r ~S I o ~ I NSUL.A ON PE EG OR I _ I U2 BATH I ~ I I I ~ - I I I ROUGH IN I I~ ~ - I I I I I I ~ ~ " l/I6" 05B SHEATHING I I ° I I I I/2 DIA. ANCHOR BOLTS W! ~ ~ T 1 2 10 l I I 7" MIN. EMBEDMENT I I I I I I I I BOLTS SHALL BE b'-0" 0/G MAX. ~ I I I _ _ _ _ J I I AND 12' FROM CORNERS MAX. - I I ~ - . I I I i GARAGEI I ~ ~ ,,,0~~ ~ m 1 I I I r/ I I I I I r- ~ I 1~-~) I I .o~ ~ I • PROVIDE BOND BREAKER I - I I I BETI~I WALL AND I L - - ~ ~ J - - I I I OVER GRAVEL F~ILBL (4 MIN.) I I ~ . vJ ~ O ~ I OVER b MIL VAPOR BARRIER _ I ~ o ~ Cd ~ ~ ~ FLOOR SLAB GRADE VARIES I - I I i - I I ~ 8POURED G. WALL 8=0 I I ` 6 MIL POLYETHYLENE _ I ~ HIGH W/ 8' X Ib" GONG. FTR. I VAPOR BARRIER TAPE =III=III=III=) (I=1 _ ~ I L - - - - - - - I I JOINTS OR OVERLAP b" , I~ I 1=1 1=1 I I~ I I- " I ~ _ EP W8XI0 STL. BM. 8 I/2 DEEP I I I I N I I N I z I I I ~ Z I I ~ V m =111=1 I 1=111=III =11 ° I BM. P KET - _ BM. POCKET I I I iv ~ I i j 4"CONGSLABOVER < ~11~11=~~-~~~- ~ I r----------~ I 4" MINGRAVEL =WEEP HOLE ®48 D.G. I I I I I =1~h _in_ I I I 1 I PLACE ON NATURAL ~ I l l-, 1111 I~LI ~~I I _ I I I I I I UNDISTURBED 501E - I I PORCH I 1 ~ ~ ~ I I o - I I I1aATgD I I cy I I . ~ I 14" GONG SLAB OVER I I ~ ~ I I - ~ I ~ I I I ~ ~ i I I I ~ I I I GRAVEL FILL (4 MIN.) I I = I I I I I I I I=1 I I=1 I I=1 I =1 1-1~=1 ~ 1=1 I I~I~ =1 ~ 1=1 I~ ~ 3/4" GRAVEL I m ' IIHII-_all-(I 111=111_111=111~1i_~-~-~ ~__°_~_•i~_=i~~ I L-- I I I I HOLD DOWN 12" I I 0 I=.~=1 I I-I 11=1 I-III-I i I-III-III-III-I I i-III-I I i-III-1 I I-III-III-I i ~ ~I I,-III-III- ~ I I 111=111= 8 x Ib CONC. FoorER I Iq'-8" r--------------------J z I .;.I~Il-1 L-------------„------------------------~ I I- o ' I I (=l I I- ~ RAISE PORCH FOUND. 4 I I _I I _ ~ ABOVE HOUSE FOUND. I ~ - - - - - I I HOLD DOWN 12" I--------------------J 0 Q ~ I ry J ~ -III-III- " I I I 1=III-1 I _ - III=III= ICI ~ I=~ coPrRlsNr X107 Au oRAwlr+~ AND W~IrTEN MATEwr~ APPEARING - 1=III=1 HEREIN CONSTITUTE THE ORIGINAL AND I1NPI~ISHED lNOfdC OF DAVIDSCN PHILLIPS IPL', THE SAME MAY NOi BE GLPI®USED DISCLOSED LR CANSIGNED ' ~ ' ~ ~ ~ 1= OPTIO DEN AND 2 FT DUBLIN BUMP TO A hIIRD PARtt WITHOUT lTf FXPRE55 WRITTEN CONSENT OF DANDSON PHILLIPS INC. WiILH RETAIN THE COMMON LAlN COPYRIGHT TO TENS MATERIAL 2'-4" I11~11= ~ . _ 11= 2'-4" Ib'-4" 2'-4" I'-4" 8'-4" I'-4" 1=111=1 . . : ° ~ I I1=( DATE: l/12/0-7 32'-0" REVISED: 65'-0" -0" FAMILY RM. SECTION SHEET # 1-1 I _ _ _ 1 _l N N N d^' r u VJ W w ~w~ O~~ 65'-0" 65'-0" p~ ~ O 54'-0" 21'-2" 5'-0" II 2T-101/2" ~ h 1'-0" 10'-q" 3'-5" 3'-5" 13 -1 10'-10' ~ ~ a C~ ~ o ~ N V O N~N N 3030 WOOD A STDOP ~ (2 2X6 O ~ 2X6 ~ - MASONRY L HGT. FULL HGT. FULL T. FIREPLACE L v X ~ w z 6068 SLIDER o ~ 2X6 0 12'-II U2" I'-0 ~ FLUSH HEARTH iv 19'-8112" 'x a ~ I I b'-ID° ABOVE QI I T I I y I Y I ~ 18 -01/2 BREAKFAST $I p I I~ - RESIL, I I IOXIO DRYWALL I I WRAPPED COLUMN I I o GREAT ROOM 3'-10" 2'-0" 3'-0° CARPET I I OPEN ABOVE I I ~ I I xg I II ~N~- FAMILY ROOM o ~ I u.l I ~ FIN~y ~ ~ r- I o I $I I ' ~J m I p l I I _ (1 (V N ~ I ~ I I I ~ I I ~ 7'-01/2' b'-8" 5'-0" I I ~ II 1/8" TJ15 ~ -t- I A80VE I 0 F OOR WOOD RAILING I I FLUSH BEAM _ ~ iv ~ ~ I I 2660 O _ _ _ 12 X 12 DRYWALL p I I WRAPPED COLUMN u.l I T,i, ~ I UP qR ~ R IO11 o (LOAD BEARING) I II 0 RE51L. m i-~ ° ~ v I I HA IL ° KITCHEN ~I I ROPPED HEADS o I - - o o RE51L - ~ _ _ _ (3) 2X 5 ~ F RA ~ - ~ FOR BR . 2E I ~ 12'-II I/2" 0 D qR 5'-0" , 286811 ~ ~ ~ 3 -b 9 -1 I/2 b -0 ~ m _ I _ m ~ ~ I 4014 F,O. _ ~ I F~"T"~~ N+~I Tr--------- I 2466 z r ~ V cV I BUT_ LER P; 2 o ° o I RE I ~ I - S L. m N ~ (2) 2660 BI-PASS LA~DRY o rv .'4ROU6H-IN ~ = I 1'-0" b'-4 I/2" 6'-q" - b'-0" iUB ROL'6H IN m 9'-2" J m 9'-2° .WET BAR ~ ~ ONLY Q umi II 1/0" TJI ~ ~ 58 42 1133' WAN ~ - I r ~ LA DRY ..A DRY ~ . I r~ 51L. ~ o0o I I o m~ i r _ , _ (515H. m ~ 51L. 2668 4014 F.O. iv FLUSH BEAM L_ J A 2' " 4'-0" b'-10" ~ FLOORABOVE ~v ~ - 'm Sn. O PWDR II - GoL. I ? - RESIL, m III ~ m m I N m ~ II ~ I I 33" VAN. I I4 R/y DINING ROOM o I I ~ FOYER N J i_ ~ ~ I I I ~r N CARPET ~ I I r RESIL. ° N ~ I ~ Q I I ~ OPEN ABOVE= ~ I I (2) 2060 BI-P SS 31-P 55 ~ - II 1/0" TJI'S I I I b'-0" 5'-4" III 1 TAIR DATA ~ ABO~ I 1 - °I " S , I I I I I 11118 TJIS GARAGE I A V o ~ ~ 13'-4" N b'-q" ~ r I I ABOVE GONG. ~ ~ ~ ~ O I. MINIMUM TREAD DEPTH , 10" _ I 4) NOTE: ~ ~ 2. MINIMUM NOSING PROJECTION: I" o III ~ 3. MAXIMUM RISER HEIGHT: 1-314" N I I DEN 518" FIREGODE DRYWALL p I ~ A 0 ~ ~ ~ Z 4. MAXIMUM VARIANCE IN RISER HIEGHT: 3/0" ~ I I CARPET ON COMMON WALLS AND CEILING N ~ O O ~ 5. MINIMUM HEADROOM FIGHT AT STAIR ANGLE: b'-0" - b. MINIMUM /MAXIMUM HANDRAIL HEIGHT: 30"134" o A ~ - " (V ~ 1. MINIMUM GUARDRAIL HEIGHT: 36 FLUSH BEAM m ~ ~ ~ ~ 0. MAXIMUM BALUSTER SPACING (CLEAR OPG 4" q.MINIMUM STAIR WIDTH EXCLUDING WALL HANDRAIL: 3'-0° LINE OF FLOOR ABOVE - m - - FOR BRG. I _ _ _ GIRDER TRU55 _ _ iv ~ ~ ~ ~ ~ I ROOF TRUSSES I ~ ~~Q PORCH ABavE A.~ ~ 31'-4" ~ ~ GONG. ROOF TRU55E5 ~ ~ ~ u. II'-0" ABOVE ~ tf) 3"m 5n. LUSH BEAM OL. Ib' X 1' OVERHEAD DOOR A METHOD 3 BWP SHALL BE A5 FOLLOWS' 20'-4° I. WALL LENGTH =ENTIRE WALL ' N Ib' X 1' OVERHEAD DOOR L! B ~ ~ m 2.1/16` OSB 3.6" O,G. EDGE NAILING 4.12" O.G. FILED NAILING B ~ ~ ~ e P'~THOD 3 BWP SHALL BE AS FOLLOWS" 0 I, SEE CHART OPENING ON SHT. I-3 2, G CORNER WINDOW BRAGS WALL LINE 4'-3" 5'-q 1l2" 3'-II" 3'-8 I/2" 3'-4" 2'-0" b'-0" 3'-4" 2'-E 3'-4" 2'-b" Ib'-0" 2'-b" I'-6" 8'-0" I'-b" LOPYRI6HT ]O0, ALL DRAYIINS ANO 4RITiEN NAiERIAL Ar'PEARIN6 HERFJN CdN5i1N1E 111E ORIGINAL ANO I11~JBLISHED WORK OF DAV1D5ON PHILLIPS INC. THE SAME MAY PER SECTION 602.10.1 OF THE RGO GODS 2006 EDITION 13'-II 1I2" T-0 I/2" 12'-0" 21'-0" I I'-0" TO A THIRD PARTY WDTIiCMIf 111E OExFRE55 WRI"TDTEN CONSENT OF DAVIDSON PHILLIPS INC. V#HOH RETNN 1FiE COMMON LAW LOF'YRI6HT TD THIS MATERIAL 33'-0" ~2'-0" 65'-0" DATE: l/12/Ol 65'-0" REVISED: Fll FIRST FLOOR PLAN 1,4° SHEET n OPTIONA OPTIONAL PER, 2FT BUMP AND ALT. KITGI EN 1-2 I ~ _.~~m._____. _ _ . - _--t - _ _ _ _ 1 _ __l 2X8 RIDGE BRD. ~ WOOD P05T SEE PLAN WI 2X6 RAFTERS ~ 24" O.G. N WOOD RAIL'G AND N WOOD SPINDALS SHEAR WALL /BRACING Q PLYWOOD SHEATHING CODED NOTES v SPINDALS ®4" O.G. m ~A METHOD 3 BWP SHALL BE AS FOLLOWS' ~ H ~ 3/4' SUB-FLOOR'G fGABII: TRU55 I. WALL LENGTH =ENTIRE WALL W N 2, l/lb" OSB O ~ ~ 3. b' O.G. EDGE NAILING O 4.12" D.G. FILED NAILING ~ ~ WOOD TRU55E5 24" O,G. ~B METIiDD 3 BWP SHALL BE A5 FOLLOWS" Q' ~ ~ ~ 1J2' DRYWALL OVER I. SEE GHARr OPENING ON SHT. I-3 ~ N 2. WOOD FLOOR JOIST G CORNER WINDOW BRAGS WALL LINE ~ ~ ~-1 ~ 0~1~'~ 1 O PER. SECTION 602,10,1 OF THE RGO CODE 200b EDITION \"I/ p 0 FRAMING DETAIL 1.4' : I'-0" ~ N " N N RGO 602.10.5 w z MINIMUM LENGTH OF BRACED WALL PANEL 0 8-FOOT WALL 9-FOOT WALL 10-FOOT WALL MAX. OPNG, HGT. NEXT TO THE BRACED WALL HEIGHT x 48" 54" 60' ! IOO;K a 32' 36' 40' _ 85~ 54'-0" 24" 21" 30' 65~ PER APA "NARROW WALL BRACING' MINIMUM LENGTH OF BRACED WALL PANEL _ Il'-9" I I'- 8-FOOT WAIL 9-FOOT WALL 10-FOOT WALL _ I I'-10" 6'-3° 18'-2" 2'-10" Ib" IB" 20" C i A A ~ r TRIPLE TOP PLATE REQUIRED /1 . ~L h~ GYPSUM WALL BOARD INSTALLED IN 13'_8° I8'-~ 18'-81/2" 20'-4" ~ Q ACCDRDANCE WITH IRC CHAPTER 7 (INTERIOR) 16d NAIL AT 12" O.C. ry O V ~ SLOPED GLG. O ORIENTATION OF CORNER STUD ~ FLAT GLG. MAY VARY rr7~7~ N ~ W 8d NAIL AT 6" O.C. ALL FRAMING 12/5 MEMBERS AT PANEL EDGES AND 12" O.C. ON ALL FRAMING MEMBERS GREAT GREAT ROOM ry MASTERBEDROOM ~ NOT AT PANEL EDGES (TYP.) IMPORTANT CODE REQUIREMENT: GAF CARPET ~ CARPET ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD - OR OSB EXTERIOR WALLS, PER IRC R602.10.$. r p! q'-0' CEILING Q ~ m ~ U EXAMPLE OF OUTSIDE CORNER DETAIL \r/ B PER IRC R602.10.5 rrW^ VJ T-0 I/2" m b'-8" 5'-0" 3'-b 5'-b" I q' O A m BEDROOM #4 WALL TO GLG. ~ WAL TO GLG. _ CARPET "v 38" HIGH WALL W/ WOOD GAP WOOD 26 r ~ I~ ~D GAP WOOD RAILING BELOW II r, J F1(fENf OF HEADER C7W0 BRACED WALL SECNENIS) - - - - - - I n x II I ~ - MIN. 3 X 11 1/4 NET HEADER E%TENT OF HEADER (ONE BRKm WALL SEQIENP) ~ I I II I DN qR i ~ M. BAT - ~ ~ z' m LR• (FINISHED vaonl) 13'-8' m I I I FASTEN SHEATHING TO HEADER WITH II 8d COMMON NAILS IN 3" GRID 2668 I L_ _ _ _ _ I I I I Q ~ RESIL. 0 I PATTERN AS SHOWN AND 3" O.C. IN L - - - ALL FRAMING (STUDS AND SILLS) ~j - ' ' ~ ' j-----~~°. ~ " ~ SHEATHING FILLER IF NEEDED TTTu~~*~TT 4 III ~ o ~ II~ oo > I .Ir.. r r. c_i I 1 b:. r. r r r •Ir 11.L.r,r. (ivP.) CARPET , , 1 , ; ~ ~ , ~ 2468 = ~ II v D qR L: ; - I i f t 'L'r- I 11.. ~»fr t, E~' I D qR I I v o ~ II ~ ~ ~ 1000 LB. HEADER-TO-JACK-STUD a~ TOP P i ii ; ~a' N BATH STRAP ON BOTH SIDES OF OPENING 1• I II •I a: 16d SINKER NAILS IN 2 ROWS 0 3" ~ - r--~~ ° Q u ~ 0 ~1,~ CONTINUITY IS I i r: I 1) (TYP.)(INSTALL ON BACKSIDE AS .I•I I I r O.C. Vi ttl REQUIRED PER I it ~ z N -o- SHDWN ON SIDE ELEVATION REF. ii 1„ 1 ~I a" V5B60 m N0. LSTA24 ~ al_ R602.3.2 1, i c 'i'~ 1000 LB. HEADER-TO-JACK-STUD - - ' (5) SHELVES R/5 ~ Q ~ o oO > o ~ -N n, ~ 1 r • ~ I I i '1'1 , ;a : STRAP ON BOTH SIDES OF OPENING I i'1 j~1' i i i i '1'~ (REF. N0. LSTA24) o 0 d' A / v r1 MIN. (2) 2 X 4 (TYP,) •I•I .I. )I a .1.i r ~ ~.LC. ~~V...II ,i., BRACED WALL a i I i` 1 .L 1 1 SEGMENT PER ~i i , 1:: 77, RI5 I ~ I W.I.C. " GARPEt i-~ I k ~ ~ CARPET ° d d ~ 4~ I• - 2668 ,1. i~ 8602.10.5 ~1 i i i 1 ~ 1~~` - ~ N N ~ b~_q~~ cv 3._ 'I•j:. 111. .I.I Li •I.1 i)I~. 3'- ~ _ ~ T-10 I/2" 9'-3 V2" I~r- " 3'-I 5'-b" ~ ~ ,vj O ~ Z N ~ •1'j It11 I1 i I •~•j iJ~ I , , , , , I { f2) 3068 BI-PASS N ~ 1468 2468 m ~ ~ ~ 'i'1 ` v i i} : •r ,a: in 1'-10 1/2" 5'-b° I JLi. 14: I I I I ~ I 1.. _ .I• - i i ; ; ~I.; f`~ cmv WOOD RAILING ~ 22'X30" ATTIC ACCESS ' ~ Q '1•j j~1• I 1 I I_.. •1•I r~. I ~ IF PANEL SPLICE IS NEEDED IT •I•i I I i i i i ..I A tV N FIELD VERIFY HEIGHT A.F.F. ~ ~ ~ ~ O SHALL OCCUR WITHIN 24" OF •I•I - I r I I MID-HEIGHT. BLOCKING IS NOT 6~ 1:. ii ii TRUSS BEARING ABOVE ~ M p ~ REQUIRED, I I ii ii Jt~• :1: ~ ~ , ~.I. ii ii ~1 1>.r. IJ. 71 I I .j.1 1.~., 6 N0. OF JACK STUDS PER TABLE i• I'i~ i i ii 'i•1 N R5o2.5(1&2) 1;' - BEDROOM#3 FOYER ,I,L. 31 1,1 •PL rls ~~o 0 BEDROOM #2 ~ 1: ~ ~ f.; CARPET BELOW IE iI I,I 11_ ~ 3/8 MIN. THICKNESS WOOD d.l i. • I I I I ' •I•I I• STRUCTURAL PANEL SHEATHING CARPET - MIN. WIDTH BASED ON 6:1 1;, ii ii II rn ~ _ m HEIGHT-TO-WIDTH RATIO: FOR ( i,. ii ii ,i, EXAMPLE: 16" MIN. FOR 8'HEIGHT - ii ` 'i'i"' ! i ttr~f• , J..I I I-.. 6 I I'-8" m . • ~ ' a . ' ~ ~ ~ (5) 2X4 STUDS (5) 2X4 57UD5 ~ • ' ' • FOR BRG. MIN. 2"X2"X3/16" PLATE _ _ 61RDEF GIRDER TRUSS FOR BRG. Z WASHER _ TRIPLE TOP PLATE QUIF:ED . ANCHOR BOLT PER ~ A GABLE EI 8403.1.6 (TYP.) OUTSIDE ELEVATION SIDE ELEWATION ~ GABLE END TRll55~ ~ FOUNDATION PER CODE IMPORTANT CODE RE UIREMENT: (TYP.) Q COPYRIGHT 1007 ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD A OR OSB EXTERIOR WALLS, PER IRC R602.1D.5. O ALL DRAWING AND WRITTEN MATERIAL APPEPRIN6 HEREIN OONSTINiE THE ORIGINAL PND IINPJBLISH~ WORK OF DAVID50N PHIUJFi INC. THE SAME KAY NOT BE CAPI ®VSF9 DISCLOSED OR CON516N~ TO A THIRD PARtt WITHOUT Tlf E%PRE55 WRII7EIJ CONGENf OF OAVID50N PhHLLIPS INC. WHICH RETAI TI£ COMMON LAW GOMRI6HT i0 TRIG MATCH2IAL 4'-8" 5'-Q" 3'-b I/2" 3'-8 I/2" b'-0" APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS , b' ^II b._0.. 3._8.. V Iq'-41/2" 20'-8" ~nrF. 7ii~im A (DETAIL 1 OF 3) 13'-II 112" IQ'-4 REVI5ED: 54'-0" SECOND FLOOR PLAN V4" = I'-0" SHEET # 1-3 J. _ _ -_._._._...-,,....f~... I 12 12 Q Q~ N N N w Q_ ~ w $ r ~ ~ W N OVIDE RODE - ~ SADDLE A5 ~ ~ REI~IIRED c~h - 8 $ ~ ~ ~~11 z Q ~ p 3 0 ~ $ ~ ~ z .I ~ ~ ~ ~ x r_, ~ Q ~ ~4840 40 t~~I °j z ~ Q ~ ~ bObB 5L. GL. DR ~ ~ a ~ o Z _ Q~ ~ ~ ~ a ~ ~ z yTIX,GO p C _ ~ ' ~ ~ yTUCCo ~c r a o ~ ~ a- ~ ~ * 5Tt1000 3 .0 ~ F ~ _ ~ TWIN 2450 TWIN 2450 ~ ~ W/ 2FT BUMP AND h u_ ~ ALT. KIT. ONLY v N 0 $ 317 DUBLIN REQb - ~ z o- ~ , O 0 I - _ 0 - - - - ~ Q ~ ~y - ~ a $ I I STONE FOUNDATION WRAP z STONE FOUNDATION WRAP STONE FOUNDATION WRAP I I L___________________J 4 1/8° ~ I'-0° 118° = I'-0u LEFT ELEVATION DUBLIN PREMIER a PREMIER EXTERIOR ATION NOTES: EXTERIOR ELEVATION NOTE: SHINGL~:~:~~ HORIZON SHINGLES M;~t: ~~~~111 JJ~~ LIFE EXPECTANCY: 30 YEAi~ ~ 5NLG0 ` WEIGHT= 245 LB. C ` WEATHER EXP05URE: 5' STUCCO STONE (n 51DING: SMART TRIM 51DING (WOOD 51DING 3O YR. LIFE) . FASCIA: IX6 SMART TRIM ® SMART TRIM SIDING ~ (WOOD 51DING 30 YR. LIFE) ® ~ ~ 50FFIT= SMART TRIM VENTED BRICK ~ `r (W0017 51DIN6 30 YR. LIFE) ® I"'~ HORIZON DIMENTIONAL SHINGLES 1- GORI~ER TRIM: IXb SMART TRIM PER ELEVATION ~ Q (WOOD SIDING 30 YR. LIFE) CORNER TRIM: IX6 SMART TRIM PER ELEVATION WINDOW TRIM: IX6 SMART TRIM PER ELEVATION FASGIAI lX& SMART TRIM r7~ U' (WOOD SIDING 30 YR. LIFE) }.f.~ GUTTER: ALUMINUM RAKE: IX8 SMART TRIM PER ELEVATION h~ FREIZE BRD: fX8 SMART TRIM PER ELEVATION SOFFIT: VENTED SMART TRIM o WINDOW TYPE: VINYL 51NLE HUNG GARAGE ODOR: 7'-0' HIGH RAISED PANEL "PONDER05A" INSULATED OVERI~EAD ODOR r~~ PORCH GOLUMN51 NA [F~'~i RIDGE VENT: GONTIt~l0U5 1 ' WINDOW TRIM: IX6 SMART TRIM PER ELEVATION r~ GROI~i MOLDING: LINEAR MOULDING MODEL ~ 6528 PER ELEV. W GARAGE DOOR IX6 SMART TRIM PER ELEVATION HEAD TRIM: SPARK ARRESTOR (WHEN REQUIRC~) - - -12~~' FLUE LINER G~' fn,, ~ 4 ~ / - ti ~ / ~ -I-'== I~- f~1 _ ~ _ _ v. ; 30" GABLE VENT ' ~ _ I I 0 I X d J UJ ~ , I 10'-0" MlN 0 / I Q I I ~ `1 I I 0 ~ EFFECTIVE ' ~ SHING FLUE AREA ; I I 1 I I ,1 ~ ~ H I I 1 I ~ - ANCHORAGE ~ I I ~ I I ~ I ..r I I ~ ~ 1 - I I I ~ z - I I BOND BEAM I I ~ o ® ~ I I _ I , I I I I F I '1 I = ~ ,.n o I I _ \ - IW- HOR. REINFORCING ~~z Q ~ 2 MIN I I CLEARANCE ~ . 1 ~ I I ~ O5 5 5 ~ 30N GABLE VENT SUPPORT LINING I ON MASONRY 1 ; ; AD.lI15TABLE , „ I I DAMPER / I / - ~ I I I ~ 4/12- PARGE SMOKER ~ / CHAMBER NU - - L ~ ~ FIREGLAV MORTAR I I ry I I R R m I LINTEL - 1 _ _ z 0 VERT. REINFORCING , , FIREPLACE ~ INNER HEARTH z - - - ~ 1 - ~ I I _ ~ _ _ ~ OUTER NEARH ~ / I I 15 ~ e o o Q FIREBOX WALL I I uG ~ ~ THICKNESS ~ ~ ~ ~ I I Q I- I z - I I - - - o a o a OOP1'Ri6HT ~DT ~ ~ Au oRAwins AND INaIr1FN nArEwu Al'PEAFIN6 H67EIN LONSTINTE ME ORI61NAl AND UI~=°JBLISHED ~ ILL I'LI'I I A I - ° ~ t y-- T- -Ff, i - a I WORK OP DAVI050H R11LLIP51NL. THE SANE MAY NOT BE LOBED USED DISOLOSEp OR CAN516NED ~ e HEARH SLAB I a I ~ ~ - CONSENT OF DAVIDSON RNLLIPS INC. NNIGH RETAIN _ THE LOMMDN LAlV CAPIRI6NT TO TWS MATEWAI PFINFfII?f.IW 4 n n n n n ~ n n n n n n n n TOA7HIRDPARTYWTNOUiTNEE%PRE551^RITIEN A5N PIT C1 - - iuuuuuuuuulu puuuuu ' DATE: 7/12/07 REVISED: GLEANMT DOOR d. SOOTING FRONT ELEVATION I1/411 - 11-011 MOLIN PREMIER - OPTIONAL DEN SHEET # TYP. SECT. CHIMNEY N.T.S. 2-1 i_ N N N dam' rr^^ u vJ w w o~M ~~o 0 H ~ ~ ~ ~ a ~ o N U I N z 0 SHINGLES PER ELEV. OVER a #15 FELT PAPER OVER 1/Ib" 05B W/ CLIPS A5 REQ'D I'-0" FASCIA BOARD PER ELEV. INSI~.ATION PER MEG REPORT AND 5" ALUM GUTTER CEILING NGT, C i r 5I8" DRYWALL OVER WOOD TRU55E5 AT 24" OIG I I VENTED 50FFlT PER ELEV. METAL TIE DOWNS AS REQ'D ti r !~a II F"~ i, is 112" DRYWALL OVER ~ Q z ZX 5TUD5 AT Ib' 0!G L d SEE EXTERIOR ELEVATIONS ~ U. FOR FINI5NE5 ~ y INSULATION PER MEG REPORT • 5/8" DRYWALL OVER INSULATION PER htEG REPORT 1Ab" OSB SHEATHING rY • ~ WOOD TRU55E5 AT 24" O.G. INSULATION PER MEG REPORT ' ~ GEILING HGT. 518" DRYWALL OVER ~ WQOD TRU55E5 AT 24" OIG H MASTER BEDROOM r 3/4" 5UB-FLOOR TbG O SCREWED AND FOAMED FIN15H FLOOR SECOND FLOOR HGT, BAND BOARD INSULATION i; PER MEC REPORT GEILIN6 HGT. N N ~ I/2" DRYWALL OVER - ~ ,1 2X STUDS AT Ib' 0/G 5/8" DRYWALL OVER ~ 5EE EXTERIOR ELEVATIONS FLOOR J015T5 z FOR FINISHES d _ ~ ~ SHINGLES PER ELEV. OVER SEE FLOOR JOIST DRAWING ~ ~ ~ - y i/2` DRYWALL OVER ~ #15 FELT PAPER OVER FOR SIZE ANp SPAGIN6 1/Ib" OSB WI CLIPS AS REQ'D a ~ 2X4 5TUD5 ®Ib' O.G. ~ INSULATION PER MEG REPORT ~ ~ ~ 1116" 058 SHEATHING f p-D° SAME A5 ABOVE ~ y~< , I/2' DRYWALL OVER ~ 314 SUB-FLOORING OVER INSULATION pER MEG REPOF FLOOR J015T FASCIA BOARD PER ELEV. Q 2X STUDS AT Ib' 0/G N ~N PER MEG REPORT AND 5" ALUM GUTTER GEILING HGT. ~ `9 a J //~i i f i „ ~ / , INSULATION PER h1EG REPORT ~ ;i,/~~r~ ri~~s~i A" Q 314" 5U8-FLOOR T4G 518" DRYWALL OVER-J SCREWED AND FOAMED WOOD TRll55E5 AT 24" O/G 5 AT 24~OIG VENTED SOFFIT PER ELEV. FINISH FLODR R 518 DRYWALL OVE FLOOR JOIST 5EE FLODR BAND BOARD INSULATION PLAN FOR JOIST SIZE AID TYPE PER MEG REPORT GEILING HGT. O cv , 5G3/REWED AND ORAMED 4~ a 8" DRYWAL OVER 51 L I/2" DRYWALL OVER FLOOR JOISTS FINISH FLOOR BAND BOARD INSULATION ' ~ Z 2X4 5TUD5 ®Ib" O.G, ~ c: PER MEG REPORT ~ ~ O SEE IFLOOR J015T DRAWINGS ~ FOR SIZE ANJ 5f'AGING ~ TOP OF FDN. ~ U ~ 3/4 SUBFLDORING OVER FLOOR JOIST ~ 5EE FLOOR JOIST DRAWINGS ~ ~ (2;) IOD NAILS ®EA, JOIST FOR 51ZE AND SPACING • T ~ ~ 0 GRADE VARIES M+~i ~j/,,~Q,-af ~ u2" DRYWALL a~ER ` Cd ~~~~/icy SAME A5 ABOVE 2X STUDS AT Ib" OlG Q ~ ~ii~,f/~y y 112 DRYWALL OVFR >S AAT 16" OlG 112' DIA. ANCHOR BOLTS W/ ~ ~ ~ r MIN, EMBEDMENT ~ ~ III =1 ~~hl I 1=1~~1 I hI i 1=L ~ ~ ~ ~ ~ - - ~~~~~/~%y 2X 5TUD5 AT I b" 0/G LTS SHALL BE b'-0` 0/G MAX, • • 1-III-III-III-III-III-l I l-III. ~ ~ FAMILY ROOM 5EE EXTERIOR ELEVATIONS AND 12" FROM CORNERS MAX ~ I ~ (I=J= I I=1 ~ I-I ~ I~ ~ 1= FOR FINISH I ~ I-I ~ 1=1 11=1 ~ 1= ~ ~ 1=~ ~ ~ ~1 ~ 1/2 DIA. ANCHOR BOLTS W,/ ~ -I11= I =111=111-1I1=1I 1-I11- 1' MIN. EMBEDMENT ~ LT5 SHALL BE bb" 01G MAX. 8" POURED GONG, WALL HU 11-1 ~ 1= ~ I - h~I I-1 11= ~ z TUFF-N-DRY INSULATION BOARD ` I 1 _I-I I =1 11-III-III-I 11-I ~ ~ w AND f2" FROM CORNERS MAX. GRADE VARIES d wLL HEIGHT I I-III=11 h ' o ~ III=L-1 ALLOW 0,5,HA 1/2' DIA, ANCHOR BOLTS NU ~ PROVIDE BOND BREAKER - • ; I I-) ~ I-I ~ I RECOMMENDATIONS m ^ SHIM TIGHT TD GONG WALL = I- I- =1 = 1= 1= ~ ~ Ar roP of WALL I I~ I ~-I I I~ I i~ I I~ I {-1 I I MIN, EMBEDMENT BETWEEN WALL AND ~ ~ ~ ~ I-{ ~ {-I FOR SLOPE WHEN 3112' GONG SLAB OVER - _ _ " p FINISH FLOOR I I-I ~ I- 8 OURED GONG. WALL NU FLOOR SLAB ~ I I=1 I I-III uNSrABLE GROUND ~ ~ 4 GRAVEL FILL AND INSULATION PER MEG REPORT ~ -I I I=III=~ I TUFF-N-0RY INSULATION BOARD 4" (,ONG 5LA8 OVER b MIL. VAPOR BARRIER I ~ ~ (-III-~ I h-.FULL HEIGHT - 4 6RAVEL FILL SLAB OVER AND 12" PROM CORNERS MAX. 6 MIL POLYETHYLENE . ' ~ I ~ I-I I (~I IS ENCOUNTERED m z _ I I-III=1I i' GRAVEL FILL ~ ~ VAPOR BARRIER TAPE 111=L =1 ~ 1=1 ~ 1=1(~= 6 MIL POLYETHYLENE I III= I I=.~II~ I1=1 I h. _ = VAPOR BARRIER TAPE I I=I ~ I=I ~ (=III=III=III ;I JoINrS oR ovERLAP b" : I l=1 11=1 I I-III-I 11-I 0 ~ _ - .JOINTS OR OVERLAP b" ~ II-) I (JIII=III=III=~ I TOP OF FLR. ~~I I1-11~-1=111 z 3 I/2" GONG SLAB OVER 1 N I ICI I- ~ ~ ~ m I I=1 I I~ I I=1 I =f 11--=1 I I~ ~ ~ ~ 8112' GONG SLAB OVER I h~ (I~ I I=I I I~ ' • . . ti , ; . 4" MIN GRAVEL ' , _ - WEEP HOLE ®48" O.G. I- - PLACE ON NATURAL • , , I I= 1=11(=111=1 I' - I-I u II 4 MIN GRAVEL : I I=III=_ WEEP HOLE 46" O.G. UNDISTURBED 501E - J PLACE ON NATURAL ' ; -III- -=I =1 i I-~ UNDISTURBED 501E ° I I= I=III=~ I I=I I~ z FINISH FLOOR FINISH FLDOR ~ : ~ " G 8 POURED GON .WALL - r GONG. wALL I I=1I1=1! 1=1I1=1I1=1I1= , ' • . ~ ' ' , ~ ~~~,r~o'°""" ~a (V o _ i I I I_I 14-I I 1=1! ~I II '1 1_I-III-I IY I I~ I 1 ALL DRN91N6 AND {^YtIT7EN MAtEWAL AFPEP4:II15 I- HE~IN CONSrINiE THE OW6INAL AND MAIBLISIIED R ~ m ~ ~ • 314" GRAVEL I~ o'er ago oR ~l 1 ' ro a iruRC PnRn wna"r n{E ExFR~ze wRIrrEN ^ " ~ ~ u2"m EXP. BOLT ®4e" o.c. 3112 GONG 51.A8 OVER LONSENf OF DAVIDSON PHILLIPS INO. VWIOH RETAIN 3" DIA. PLASTIC DRAIN TILE 8' X Ib" GONG, FOOTER n+~~h+N+a+w'+coPrRlr~NrromisN+aTERIn~ ' ` 3!4" 6RAVEL 4" 6RAVEL FILL AND TOP OF FTFw PLACE WITH HOLfS ON BOTTOM • , CONNECT TO SELF CONTAINED b MIL. VAPOR BARRIER nle pl ecru. r>~aw ru t: ~ .,,,,,r., T~ PLACE WITH HOLES ONVEOTTOM _`J G? A 10 willrV ICM SUMr rUMV VK (7KHVi i T vein CONNECT TO SELF CONTAINED D 5UMP PUMP OR GRAVITY DRAIN DATE: 1/12/0-7 8" X 16" C.ONG. FOOTER REVISED: LL SECTION 1/2'-11-ON TYP. WALL SECTION WALL SECTION 1/211 Is-on BONUS RM. WALL SECTION SHEET # 3-1 _ _ _ 1 200 AMP. METER ENGL05URE _ N 200 AMP ~ ,CONV~O'T~p LOAD X7;6 K W, .198,33 AMP N 2" PVG (SGH 80) VJ;~Sk I7;_M5 .~I~K•W.'iB KR C;C 7.~C R ~K,W.i ITEMS iw.S• 3 RllNS 4/0 ~4 BARE GOPf "8 RANGE i:`:' i9.n0 i2/44 r. 1 ' 22/40 $:QO 1AIR CDND ~ 8 ~ ~4 BARE COPPER _ ~ XHNN ALUM. TO WATERPIPE 2-112' PVG TO WATERPIPE _ ~ ~ , , 1 ; $ , , ~ , I : RISER (SGN. 80 ) +'.'10 DRYER 4,00. 2130 `6' 1/20 1;00 MIGRpwA~IE 12 ° w , ~ . i _._:i-~.. ~~7 - 81120 1:,00 WNIRLPQOL ~ 12 ~ F-~ W ~ ~~12 REFRfGERA70~R i1_00~ j1120 _ ..:9 10110 480 ,KI7~NEN #1 112 N a2•KITCHI=N # 2 X0.$0 J112Q ~ ~.1 12~1f20 11,40 iD(NJ~NG ~~12 ~ ~ GRADE I 12 WASHER ~ } ~ ^ 1 00 (1120 1.3~j~14~1120 11,00 ~FAM30,Y Rtvt ~~.12 ~ ~ 0 a 14.S7UflY ~ 0.80 17115 1'.1:5 ~16i1115 ~0,4fl ~GDQ #1 ~ 14 0 ~~14•000 # 2., _0,40 1.145 17 181115. .1;00 OJSHWASHER 14~y H TO POWER 12 BATH GF! T~ I0.$0 ~1(2fl 19 24 9115 10.50 IOISPOSAL : ~ 14 F-i va ~ SUPPLY ~ H i4 FURNACE` ~Q 50 !1115 '.:21,_22;1115 ,1'.5fl SUMP 14 #6 BARE COPPER 14 LTG i ~ } ! 4 H ,1,80 1/1~ ~2 24}1!15 .1.50 LTG 1 TO GROUND R00 ~ MAIN BREAKER ;FAKER 4 LTG. 00 ;.1115 25 261115 11.00 iGF'1 BASE 14 ~ o ~ PANEL `^44-,SMOKE'DE7 X0.50 1411/1$ ~7 281(.15. 111.00 ;1,7G 1d ~ N V ia,L~G _ ;0,50 11/15 J 29 3Q 1f15_ j1.50 ~~LYG_ ~1~4 NW 12 BASEMENT 180 X1120 1:31 32~1l15 _ ~1.5Q LTG EASE ~,~14 ~ _ SPARE• ~ I 33.34 SPARE _ ~ j~ `5~Y SPARE ~ 35 3& ~ SPARE v _ _A W ~ SPARE - 37 38 - 'SPARE - Z f` N05GALE SPARE ~ I` 4 39 401 - ;SPARE x jAG LOG.j 1 I I I C i r- SEVIGE PANEL H ~ Q ~H-~I ~ pc Pc H ~ ~ ~ - -o - - - o- o- - - - ~sla ~ - v I I 0 f L' 1-URN WH I. l --e- n~ - - - - ~ H ~ ~ U fY ~ ~ ~ ~ ~ o Q ~ SUMP ~ ~ PUMP t~ m 0 J.K `~1 z 0 caPrwGNr poor ALL DRAWING AND WRITTEN MATERIAL APPEARING H92EIN CDN5r11UiE 111E DRI6INAL AND I1NPJ&ISH~ WORK OF DAVID50N PHIWP5 INC. 111E SAhff MAY NOT BE COPIED USEIJ DISCLOSED OR COPISIGNCfl TO A THIRD PARTY WITIKI'Jf iFf ExaGg55 WRITTHJ coNSe~r cF DnvIDSDN PHILLIPS INC. wlwcN R>:rnl lif LOMMOH LAYI COPYRIGHT TO THIS MATD2IAL DATE: !/12/01 REVI5ED: BASEMENT ELECTRIC TRICAL 1/4" = I'-0' SHEET # E-1 t SYMBOL LEGEND i~` N IIDv DUAL OUTLET /~N, Y~ IIOv 5WITGHED OUnET . :hey IIOv WEATHERPROOF OUTLET H ~GFI IIOv GROUND FAl1Lr INTERRUpr ounEr 220v RECEPTACLE ELECTRICAL NOTES; ~ w LIGHr SwlrcH I, ALL BEDROOM OUTLETS TO HAVE ARG-FAULT CIRCUIT ~ N 1A' (3) WAY LIGHT SWITCH INTERRllPTERS, ~ ~ ~ 2, ALL OUTLETS WITHIN 6' OF SINKS, IN THE GARAGE, BASEMENT, ~ ~ ,ht-~.~' 'I {~4 (4) WAY LIGHT SWITCH AND ON THE E7(TERIOR SHALL BE G.F.I. PROTECTED O SMOKE DETECTOR 3. ELEGTRIGAL REGEPTAGLES SHALL BE INSTALLED ALONG THE Uj WALL 50 THAT NO POINT 15 MORE THAN 6'-0" FROM AN OUTLET ~ CEILING LIGHT ON ANY WALL 2'-0" OR MORE IN LENGTH, AND AT EACH ~ ~ ~ , KITCHEN COUNTER THAT IS 12° OR WIDER. PER NEG. 210.52 WALL MOUNT LIGHT PG CEILING LIGHT -PULL GRAIN 4, A MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED SOLEY TO SUPPLY ~ ~ ~l THE LAUI~?RY REGEPTAGLES PER NEG. 21O,11(G)(2) ~ 0 ~ O O c REGE55ED GAN LIGHT 5. PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEG. 210.52 ~ ~ x~ ' EXHAUST FAWLIGHT COMBO ' N 6, PROVIDE ONE RECEPTACLE WITHIN 25'-0" OF ALL HVAG UNITS PER NEG. 210.63 t.,, : ~`w: F EXHAUST FAN Q ® TELEPHONE OUTLET ~ ~ wj PJ car ~ ~ r.,~ H ® D15P05AL ~ is ~ © GABLE OUTLET xy ~~~x`~ ~ n' Q 1RAGK LIGHT ~~~f~ 200 ANA ELECTRIC SERVICE PANEL "t e. fl •.r s ~ ~ 1 I C, r~ i { ~ I Ci ! r~ ~ I O / I / I % I a \ 1 1 r BREAKFAST ~ I ~ I ~I. ~ I 1 I 1 I I F"1 L f/.~ I GREAT ROOM MASTER BEDROOM ~ I / / G; / GREAT ROOM ~ ,i I I i W FAMILY R00_M ~ ~ I ~ I I N~ dFi I f 7 I BEDROOM #4 I I I / \ I / I i I ~ / / I ~ i ~ I ~ I ~ r / r~ % ~.i{ • II I ~ { - ~ ~ KITCHEN ~ i Q II I - - - ` ~ ~ ~ r { r I 1 ~ .BATH 1° ` ~ / ~~I_ HAII, z { T ~ r ' G 4 ~ ~ - 1 ~ I 1 / / 1 ~ I BATH _ n I I I _ _ _ _ 39 REF_ I 1 I ~ I I I / ~ ~ I ~ ~ / ~ ~ I J f { ~ / f r F ~ ~ / tl KITCHENETTE ~ ~ ~ I 2468 ~ / I BU ER P. ~ / I W.LC. W.I.C. / ® ~ ~ i ~ ~ _ I i I / ~ LAUNDRY ~ ~ ,t Q \ II Q ~ ~ I f HALL i~ ~ I I 1 1 ~ ~ ~ ~ ~ I~ i \ \ i~ ~ ~ ~ I i ~ ~ I P~TUDR i ~ ~ ~ 0 O ~ V ~ FOYER ~ C ~ BEDROOM #3 FOYER BEDROOM #2 / ~ ~ o ~ DINING ROOM ~ m - i ~ ~ / / 'L' ~ IJ-J T T i GARAGE GARAGE DOOR GARAGE DOOR OPENER PRE-WIRE OPENER PRE-WIRE DEN ~ ~ ~ m i PORCH sH ~ i wP 0 1 1 COPYRIGHT 200, ALL DRAWING AND WRIT1fN MAIEWPL APffARIN6 \ HFAEIN corsnNh fHE oaGlw~L AND oNweLls~+Eo VVJaC OF DAVID50N PHIWPS INL, THE SAME MAY NOf BE GDfi®IYED DISOLOSED OR LONSIGNED TO A THIRD PARtt W iHOUf fI1E EXfRE55 NRITIEN THE YAMMCtJDLAW LOPTRPI6HTI TOITHIS MATERIAL IN DATE: l/12/0~-~ REVISED: FIRST FLOOR ELECTRI CTRICAL 1/4° = 1'-0° 5HEET # E-2 I