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07201035 Permit File CITY OF DUBLIN- June 11, 2008 Division of eoUn stmadards Tammy Darst 5800 shier-Rings Read Stewart Title Agency Dublin, Ohio 43016-1236 259 W. Schrock Road Phone: 614-4104600 Westerville, OH 43081 Permit Phone: 614410-4670 Fax: 614-761-6566 Automated Inspection RE: Permit Address: 4118 Borge Way Line: 6144104680 Permit Number: 07-201035 Web Site: www.dublin.oh.us 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, ffrey S. Ty , CBO Director of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT M_ ?L This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: PERMIT NO.: 7 of a 3 -s- BY :f FINAL INSPECTION DATE: G// ° a8` Building Permit No.: o-4 • ao c:?) Project Address: 0v W Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation 00) /P l71 Underground T,7 Sewer a, AF S~E'~ ?"tf'~ z C_- Footing gt ~ ~ L Final Electric Foundation Final Steel ~f ri Plumbing {-}f~ Foundation ~Slo-~ L Final HVAC 31vler y l3~ Radon Final Gas Cg wp '-L_ r ~ `c~n;t tCr f Preslab Piping rr+°l ate^eLC' N Rough 1 Engineering Electric (CWA) \~J\ 1 Engineering Electric (Pre-Sod) Service koJ,,,V Final Rough L Engineering `L? l1IV- -!W Plumbing tA 1,01 1 Gas Pi in Ut- I-m4er a/4IcrSe-rv" ~~o feat (Rough) p g 4 G~ ~ t~' tgv AA, d(w ~ v~n1 ~ c 5j29 ~ *-r?+ove`Par?dr Bag"~-~M s-~~Itfr Rough HVAC 11 1 F Final Zoning q rte &A(D Fireplace j~ gler M y~ Zoning Rough lIkl Occupancy Framing J1//,9 f 134 CITY OF DUBLIN Dub0ln0 , Ohio 4 016-1236 Building Standards Phone: V/TDD 614/410-4670 Inspection Line: 614/4104680 Fax: 614/761-6566 Address: Permit No.: Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VPTDD 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, and Rai esh Berry (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/General Contractor, who is constructing a new premises at: 4118 Borge Way, Dublin, OHio 43016 (lot 71 Wedgewood Glen) Building Permit No. 07-201035 , 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) 5/31/08 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 11DUBLINDATA PER SERVER\PERIPERITHOMEWIOFFICEIWPIDOCSIDOCIFORMSICONDITIONAL OCCUPANCY AGREEMF.N-r.doc Page ! of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. Peter A. Albanese 3/05/08 Project Manager/General Contractor Date Project M G 1 Contractor (Signature) (Please Print) Rajesh Berry 3/05/08 Owner/Occupant Date Owner/Occupant (Signature) (Please Print) v Accepted - C" f Dublin Date 11DUBLINDATA PER SERVERIPERIPERITNOMEW\OFFICMWPIDOCSlDOC1FORMS\CONDMONAL OCCUPANCY AG EflMENTAd c Page 2 of 2 Updated 4-02 stewart title agency of columbus March 4, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Address: 4118 Borge Way (Lot 71 Wedgewood Glen) Building Permit Number: 07-201035 Loan Number: Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $9,000.00, 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. ;3~6K 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 toll free 888-978-3927 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: 07-201035 Project Address: 4118 Borge Way, Dublin, Ohio 43016 Lot 71 Wedgewood Glen General Contractor: VIRGINIA HOMES, LTD Telephone: (614)-228-0404 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 & Excavating, Inc. 121-08 ELECTRIC Safeway Electric 277-08 HVAC American Air Comfort Tech 1486-08 PLUMBING Accurate Plumbing 17-08 CONCRETE J & L Poured Walls .71-08 LANDSCAPING Eastside Nursery 94-08 SANITARY SEWER Eagle Grading & Excavating, Inc. 121-08 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. Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Q 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 614-410-4600 Dublin Planning'Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name Project Address:! Contact Person: Contact Phone: YES NO 1) Amoved-Landscape Plan & ROA YES NO 6) Sign-installed as approved ;YES NO 2) Plans, Checklist & Permit on Site YES NO 7) Parking spaces, number & striped YES NO 3) Lighting-filled per plan YES NO 8) Handicap spaces properly signed YES NO'; 4) Landscape installed per plan YES NO 9) Parkingislands 7 foot minimum YES 1140 5) Mechanicals screened per code YES `NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments),El' Zoning Disapproved (See Comments) ? f: Date of Inspection Inspected B COMMENTS . i j„t r Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN u seer Rings Road Dublin, Ohio 43016 Phone: V1TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: VtPUinlr1 Company: Site: 4-11 P7 E~>o e- Lt (Provide Detail Plot PI f Lot) Lot No: - Application No: 7-21~I+J3 Subdivision: Wg u GeA PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Opproved For Conditional Occupancy ? 1. Clean Curb & Gutter L110. 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 lla/5. Erosion Control/Sod or Seed (Ord:. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O:R:G: 723.011) ? 6. Replace Damaged Asphalt L114. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) / ? 7. Handicap Ramp (Install/Replace) 015. 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: ' GOc1ti c .S ~1t~ 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: Z:Iti* Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type Application # 7- Z cy /0 Z -f- Date l !d -Ok' The undersigned inspectors checked your property at E''Yzz X for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS /~t~?ct /t! j:: ~ c9< t'<~ fv~' c a %`>s~i?~r / d~ e, L, 171~/?c- / Il j C h-e !~L>l~dtfYd. ~a L ?APPROVED ?DISAPPROVED By CONDITIONAL R _ Building Permit No.: C)_ Project Address: Ins ection Date AP DA Ins Comments F ection Date AP DA Ins Comments Insulation / J 1.„ bing L O Vl Tr c7 t~ a Underground ewer to~ f`" 7 Footing Final Electric Foundation Final Plumbing Steel Final HVAC 31111.*s, J~ ~3L Foundation 1~/sla-z ~L -r Final Gas ("Z'S Radon Piping Preslab ~J Engineering Rough Electric g nearing (Pre-Sod) Electric Final Engineering? AAL kw cc emD Service p~ S Rough Plumbing Gas Piping ti 07,16 - 19V M. 0 (Rough) Rough HVAC Final Zoning I P4K_ t<~ Iii 1 I~ 4rfo~ Fireplace ~l Zoning Rough irI c~ Occupancy Framing it Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape 0 Land Use and Long Range Planning Commercial ? Code Enforcement Residential Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name Project Address: t ! , 'r Contact Person: Contact Phone: YES NO 1) Approved-Landscape Plan & ROA YES NO 6) Sign-installed as approved YES NO 2) Plans, Checklist & Permit on Site YES NO 7) Parking spaces, number & striped YES NO 3) Lighting installed per plan YES NO 8) Handicap spaces properly signed YES : NO 4) Landscape installed per plan YES NO 9) Parking-islands 7 foot minimum YES NO 5) Mechanicals screened per code YES NO 10) Meet residential appearance code Zoning Approved N' 1 u Zoning Conditionally Approve See Comments) ]A 10K Zoning Disapproved (See Comments) ? Date of Inspection Inspected B COMMENTS /7/eC ' Xya'v Zoning Inspection Form PLA-120 Date 08/12/04 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: VfPtin f-~ofV1r~1~ Company: Site: A4 030r4e_ W Provide Detail Plot PI f Lot) Lot No: - Application No: Subdivision: 1I~G~ri~tt' et) PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved pproved 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 W5. 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) 5915. 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: _'5f4VW COVIE~ZrED 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. y_ Date: Inspector: Re-Inspection: Approved-3~ ? Disapproved / ? Conditional ~ L fowet ~ta~erserrt~zt`r~rkdG/QPNloile-~crtc~rcr~'"rrbun s Ir'ec (j~ I~ f Inspector: Date: JrZ J Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN 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 ©<< L~,rJcv?~, Application # 7" 1 v Date The undersigned inspectors checked your property at for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS ~vy1~ ~~/.,pct /~S ee-lc'<' ~or l~~yNA~i ~ir~i~ / dt' vbt~~?~ Y L/~cr. O~tY~ 4r .5-d40. LAG ivo~a,~crf / 40Q. catr .,f 47 TO 1'i ? APPROVED ? DISAPPROVED By .CONDITIONAL CITY OF DUBLIN Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Inspection Requests: (614) 410-4680 Telephone: (614) 410-4670 SUBCONTRACTOR DISCLOSURE Application Number: 07-201035 Project Address: 4118 Borge Way, Dublin, Ohio 43016 Lot 71 Wedgewood Glen General Contractor: VIRGINIA HOMES, LTD Telephone: (614)-228-0404 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 & Excavating, Inc. 121-08 ELECTRIC Safeway Electric 277-08 HVAC American Air Comfort Tech 1486-08 PLUMBING Accurate Plumbing 17-08 CONCRETE J & L Poured Walls 71-08 LANDSCAPING Eastside Nursery 94-08 SANITARY SEWER Eagle Grading & Excavating, Inc. 121-08 The General Contractor is required to provide a completed copy of the above information to the Building Official at the time of the certificate of Occupancy inspection. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: ~~ctnta ~tner5 Company: Site: A4 8or~~ L4 (Provide Detail Plot PI f Lot) Lot No: 77 1 Application No: 135 Subdivision: G' en PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ipproved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. Erosion Control/Sod or Seed ar-1A (Ord, 7-75, Sec. 150.039(J)) (O.R.C.723.011) (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) / ? 7. Handicap Ramp (Install/Replace) X15. Install Grade Stakes OX- -4- (ADA Specification) (Policy 98-027) (Sec. 152.70) 9516. Submit "As Built" Plot Plan <)K- ? 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: S C0077 fG,Ea(f TG r Ae_r .Il BOND 8 D0o pO CGyuSertcr'5 ;AA- 103toA Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: 2(°D Re-Inspection: Approved ? Disapproved ? Conditional n l !gm 5 eee i n let )Pemo&`UJ i% Inspector: Date: 5/ Zql0$ Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP ° I I o 16. I ^ I ? 0000 I ro~ S i tary of I O 91 .4 93.0 I I 91 .8 1 Ti 1 I To e t 9 au I 1 o m e a 20.5 I I ' e d) i (918.0) m ! 7 13. I 1 .2 12.5 O I (910.0 I I efit 1 099 - - - - - - _ _ 1 IN Ease c, 6 94. ! I 910 80 D i p g p.~ 922.3 I e0t (919.8) sem 10 E / / 9 , 912.1 \ \ 0 I 9 .8 (90 I O 7 ! 909 I , 7. E 9 p 1 81 ,*.R2 .6 3 j ,2 .1) 1 a~ f o 9 .1 N ~ j W \ Oil / ~ . o I 9 / 9 6. 1 1 12.2 / I ! 916 9 4.8 A~i 9 2.3 916. I ?~i I , / 1 , x. 1 ile - n v. 91 .1 8o be -In int v 9 .9 / j / .3 5 tru 9A 9) - - L---- 14~5 9 .2 • o - MAY-28-2008 09:24 P.01/01 5750 Chandler Court Westerville, Old 43082 306-08-S E-Mail: hoyssinc@aol.corn Phone (614) 895-1922 ?Ht` J ? Order No. • l,irvcy Fax (614) 895-1949 onstruction Fax (614) 895-9549 11,G N V-1 CERTIFIED TO 51MMf 111 MA NU COUNTY OF FFA ,,1N T~- LENDER NK) FEVEF,,& 7AVINGS & l OM P.B. E26 PG. 19 OR./D.B. PG. (BM) gp 7y 5) 909.77 1:~1~i '..~1 BUYER SCALE 1"= Q DATE DRN CH I30F6~ WAY 60' C:UIt13 rv.-8-c.8) . t y7 pit=t' 91(J.10 91n.0 910• I.. 910. 810.5 910,5 910 a (EJr) _L") VI.04, ! lt'E 91213 f'L1VI:F'k G 9 2 10 G(iN'•C¢~il: r- 71.x' l912.3 17,0' sv 1 912.10 I 110' ..i l~h • -72 1 Q-4 1 913 ~ 91 91I.t N ri N 911.3 FEX) oa 1 y,, q a 1 } I 1 N; ! 912.10 = PROPOSED o;;;v j 912.5 - EXI ST NG V, Vl\ 1 7G C,.~r 1 , 9~ •17~6f~ r ~N 1W .y~rvr.f. X11 Of NO, 71 MZAM0012 CAL~N P01'.1m, 0110 _ Q,., 9~, iii r\ We hereby certify that the foregoing MORTGAGE LOCATION SURVEY was prepared in accorclancC with Chapter 47.. 8, Ghia Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37. Ohio Admiiiiatradvc Code. 1-his plat is prop for ureg- loan and tilic purposes only and is not to be construed as having been prepared For lhu owner or for the use of the owner fnr any pu OF. THIS PROPERTY IS LOCATED IN 912.5 = srlvEl~ • FLOOD ZONE X J- HOY COMMUNITY PANEL 39C9C 7313 PAGE 008-1 1 DATE `1-71-c~a By ........a.~.._+~, nr ounnT a..._ awnnnv n.nu.ev TOTAL P.01 CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 VIRGINIA HOMES, LTD. 209 E. STATE STREET COLUMBUS, OH 43215 April 03, 2008 RE: Building Permit Nearing Expiration Application Number: 07-201035 Address: 4118 BORGE WY Project Description: SQ FT 5973 Dear VIRGINIA HOMES, LTD.: The Building Standards Division records indicate that the above-mentioned permit will expire on August 31, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Ib- r~- , Jeffrey Tyler Chief Building Official CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 5u t is 0-1 - Application No. APPLICATION FOR ELECTRICAL PERMIT Job Address 411 iJr,f61.(_ 11~X 1t t.1 Parcel No Subdivision -toe &W L (e44Z_VJ -Lot No. Owner Name 0l.M % V 1 Ca- ~J1Mt'-S Telephone \J q C, Contractor Name C`-'EtD'~(~C, Telephone w Contractor Address fig Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 /j $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) cro Q Total $ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating nstruction, installation, repair and alteration, and may be revoked at any time upon violation of any ovisions of a' laws. Signature of licensed contractor or homeowner•+~`~i'~r' 1 04 9 . A Division of Building Standards Ca! 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 . . . . . 07-00201035 Date 9/21/07 Revision number . . . . . . . 1 Property Address . . . . . . 4118 BORGE WY Parcel Number: 273-011415 Alternate Address: WEDGEWOOD GLEN #71 Tenant nbr, name . . . . . . SQ FT 5973 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/19/08 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of 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 . . . . . 07-00201035 Date 9/21/07 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 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. APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER 07- Issued in Ohio Under Authority of Dublin N®i~SfAIQ 10 A.L1 tr Edin3 0 Auditors Taxing District 273 Parcel Number LQOZ U C o inr 0 L' Address of Property 4118 BORGE WAY 1_3 o 3 c. L a, Subdivision WEDGEWOOD GLEN Lot 71 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 c Designer's Name Phone Number Q Address " 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 R Unfinished Basement 1,563 /.tr Lot Area 26,903 Finished Basement N/A Total % Occupied by Structure 9.88% Lower Level N/A Front Setback 32' c 1st Floor 2,151 SL )SO Rear Setback 83.33' v 2nd Floor 1,821 / $'%:0 Right Setback 30.77 0 3rd Floor N/A Left Setback 19.74 p" Other Lot Width at Building Line 104' Garage '6+5 yyd Deck/Screened In Porch N/A f 1 Zoning District Gross Square Feet ~q 1 J Existing Use of Property VACANT Building Area at Ground Level 2,657 Living Area 3,972 Flood Plain ? YES ? NO h 0 z_ Excavator License Number Fee Schedule a Plumbing License Number Initial ~ E Electric License Number Occupancy C c HVAC License Number Footage Fireplace License Number Zoning c 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn. Plan Exam The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the i State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the Gas Piping u w proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, Other =1L drawings and specifications are to the best of their knowledge, true and correct. Signature of Applicant Total Date Received Date Received Date Received -'1 al 0 Date Approved 7-,7j,Q-,7 Date Approved ~v 7 Date Approved v Zoning Official Plans Examiner Issuing Authority CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201035 Date 7/24/07 Property Address . . . . . . 4118 BORGE WY Parcel Number: 273-011415 Alternate Address: WEDGEWOOD GLEN #71 Tenant nbr, name . . . . . . SQ FT 5973 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/20/08 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 . . 1/20/08 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 . . 1/20/08 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 . . 1/20/08 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 . . . . . 07-00201035 Date 7/24/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/20/08 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 A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. 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 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 . . . . . 07-00201035 Date 7/24/07 Other Fees . . . . . . . . . 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 700.00 .00 .00 700.00 Grand Total 3300.00 .00 .00 3300.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST C Application No. p7' e~~- c T a ~ ~ m s n Date Reviewed /q /U7 E d U ° v Plan Reviewer's Comments & Notes Reviewed By 0 Z° d a a N t~ 1 0 1 N Approved Disapproved o Z ~ c m !Y OBBC Model Energy Code WC Check worksheet required Manual J/Electric Loads douses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads ? 7 3/4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 Scgedu/es Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 s Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing ? 13/8" s. c. or 20 min. door and 5/8" gyp. Bd. Type "x" on R309 Attached Garage Fire Separation ? all common walls per City Ordinance 5.7 A. ft. (24" net hgt. 20" net width) max. window still R310 Bedroom Emergency Egress ? hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8", habitable space 216'x 6'8"(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection ? 1gyp. Bd. Type "X" Bsmt./ha/lway/bedrooms wired to prime electric/battery R313 Smoke Detector Locations pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation 17 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 R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans ? Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2" for wood & steeU 3" for masonry & concrete R502.11.4 : Floor Trusses Engineered design required at Frame Inspection 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: 2 n A Company: Site: L4I I o tlz Rq ~~-t,~^ (Provide Detail Plot Plan of Lot) Lot No: 1 Application No:01,20035 Subdivision: rl10 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, Sac. 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 (Instal [/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: Fnninearinn Final Incnertinn WHITE - Site YFLLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. Q4 - ~C, Date ?0l't w ? Remodel 4!rfCesidential ? 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 Cil t g &0_2t AY Parcel No. Subdivision/Project Name weA w o.XA 6 C' Lot No. -7 Owner's Name W~ "'A C, (V-% t S Telephone ).JC -O y o ~ct_v aJ'~ ( Q e- b t^J SN Telephone Contractor's Name Contractor's Address -75 7 S;'- fl ',5 ~c-f bA S Dublin Registration Number C~7 -1 7 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? Sfj N 1'~J A )r- How far distant from any dwelling, well or cistern is the sewage tank? N Ia What is the size of the main drain? 4 ti Of what materials do the vent pipes consist? P Jt_ Of what material does the house drain consist? 4 J "INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL 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 $3l o. Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers " Backflow Preventers Hot Water Heater Sterilizers Bath Tubs 2 Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays y 1 Urinal Chemical Sinks Lavatories s Wash Fountain Dental Cuspidors Mop Sinks Washing Machine C Dilution Sump Outside Faucets Water Closets 3 Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains ! Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATER TANK EPLAC MENT FEE $35.00 Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201035 Date 8/28/07 Property Address . . . . . . 4118 BORGE WY Parcel Number: 273-011415 Alternate Address: WEDGEWOOD GLEN #71 Tenant nbr, name . . . . . . SQ FT 5973 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 320.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/22/10 Qty Unit Charge Per Extension BASE FEE 50.00 27.00 10.0000 EA RES PLUMBING >1 FIXTURE 270.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. 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. 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 . . . . . 07-00201035 Date 8/28/07 Special Notes and Comments Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 320.00 .00 .00 320.00 Plan Check Total .00 .00 .00 .00 Grand Total 320.00 .00 .00 320.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number ` OT_? 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)). Property, Owner: Virginia Homes - Subdivision: Wed ewood Glen - Lot Number: 71 ddress: 4118 Bo a Way Approved Foundation Elevation 913.10 Feet above mean sea level. Actual Top of Foundation 913.00 Feet above mean sea level. J. 7313 Professional Seal: Signature of Surveyor: 819/2007 T 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 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 REPLACEMENT PLANS PPLICATION NUMBER p -2-o 0"3S ADDRESS )4 E „ e, VJ CONTACT NAME -1 COMPANY NAME L- Poor via. s CONTACT PHONE od-e.. -4q c) . Flo . c1 top DATE REQUESTED DATE CALLED FOR P ICK UP • o BASE FEE 30.00 COPY FEE (KEY BLUEPRINT) INSPECTION CARD TOTAL FEE DUE FROM CUSTOMER KEY BLUEPRINT (761-7999): PLEASE RETURN ORIGINAL AND COPY TO THE BUILDING DIVISION AT 5800 SHIER RINGS ROAD AND INCLUDE COST WITH DELIVERY. OUR ACCOUNT CODE IS 040831. KEY BLUEPRINT: Please copy BOTH sides City of Dublin Office Staff: Send file to Key Blue print with this form on top. They will send original and copy back to us. We will stamp with current date and mark "RECERTIFIED COPY" with our initials. Updated:5/1/2003 N:1DEVM3SIFORMS\REPLACEMENT PLANS Jul 0 1 2008 9 : 22AM HP LRSERJET FAX 20 l o,7J P-1 .bb: $20 Project Summary `Data: 10HO?46 Entire House Br jrwsFs American Air Heating-Cooling-Elect 6 ~4s s~oaktwn or- Grow Cly. Oh 43123 Phww 814 51-coca Fa,c ss14417s-trot weep vowwAmwi -aft 00M Proiect Information For. M inia Homes 1152 Goodale Blvd., Columbus, Oh 43212 Phone: 614-297-0404 Fax 614-297-0383 Notes: Design Information Weather: Columbus, lnt'l Airport, OH, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 70 OF Design TD 20 OF Retla~ve humidity 0 % Moisture difference 24 +gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 61810 Btuh Structure 39658 Btuh Ducts 0 cfm Duds 0 Btuh Central vent (113 cfm) 8459 Btuh Central vent (113 cfm) 2417 Btuh Humidification 0 Stuh Blower 0 Btuh Piping 0 Btuh AED excursion 0 Btuh Equipment load 70269 Btuh Use manufacturer's data n Ratelswin~ multiplier 1.00 Infiltration Equipment sensible load 42075 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Ti M Fireplaces 1 (Tight) Structure 2344 Btuh Ducts 0 Btuh Heating Goosing Central vent (113 cfm 1792 Btuh Area (M 510'1 519 Equipment latent bad' 4138 Btuh Volume (fe) 33949 33949 Air Changeslhour 025 015 Equipment total bad 462.11 Stuh l_quhr. AVF (dm) 141 85 Req. total capacity at 0.85 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary Make RHEEM AIR CON i Make Rheetm Trade Rheem Trade Rheem RANB Series Model RGRA-09(E,N)ZAJS Cond RANB-WlJA Coil RCQC-6024 Efficiency 93.5 AFUE Efficiency 13.1 SEER Heating input 90000 Stuh Sensible cooling 45050 Btuh Heating output 84000 Stuh Latent cooling 7950 Btuh Temperature rise 45 OF Trial cooling 53000 Btuh Actual air flow 1767 cfm Actual air flow 1767 cfm Air flown factor 0.029 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space then nostat Load sensible heat ratio 0.91 aww"a vaboft nom. n..n ~w.ar or..ridd•• Printout certified by ACCA to most all requirements of Manual J 8th Ed. w~gt~L'saft wot%-sun• PAWWWcw s.aa5 R&As1a3a 2aoe~d3-11 16:5a.41 C:0Ca+ rW** WW G0WnP10vr W%* DQ=n t%Wriphtnoit t+vACOMMkM A r B 23 06WUJta MGM" 7 Page 1 n7in9 /9nn7 tunny no-nn rTX/RX Nn 67511 0 001 7 Q'7-2o/0Z5" Permit Number Ro,D a REScheck Compliance Certificate Checked By/Date 2003 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\MECCHECK\071WWG.rck PROJECT TITLE: LOT# 71 WEDGEWOOD GLEN ' CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.08 DATE: 07/02/07 DATE OF PLANS: 7/2/07 PROJECT DESCRIPTION: BERRY RESIDENCE 4118 BORGE WAY DUBLIN, OHIO DES IGNER/CONTRACTOR: VIRGINIA HOMES 209 EAST STATE STREET COLUMBUS, OHIO 43215 614.228.0404 COMPLIANCE: Passes Maximum UA = 762 Your Home UA = 610 19.9% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -Fa t r JLA 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 l: 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 r ~ Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 0.0' Floor 1: All-Wood Joist/T russ: Over Unconditioned Space 234 19.0 0.0 11 Crawl 1: Solid Concrete or Masonry 416 0.0 13.0 25 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' 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 requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requir list id in the REScheck Inspection Checklist. Builder/Designer Date 0 RFScheck Inspection Checklist 2003 IECC REScheck Software Version 3.6 Release 2 DATE: 07/02/07 PROJECT TITLE: LOT# 71 WEDGEWOOD GLEN 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 Frame, 16" o.c., R-13.0 cavity + R-0.5 continuous insulation Comments: [ ] 2. Exterior Wall 3: Wood Frame, 16" o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' 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: Crawl Space Walls: [ ] 1. Crawl 1: Solid Concrete or Masonry, 4.0' ht/3.0' bg/4.0' insul, R-13.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 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 warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals fDr 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 tar each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part 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. Swimming 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: Minimum 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 Un to 1.25" 1.5" to 2.0" v 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pining System Types Range F) 2" Runouts 1" and Less 1.25" to 2" 2.5" t 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) vi (6 V6 / ;U/ aq o s d f' ° '9 6 (£'z 6) Sts 1 8 ~ 6 Z~~ Z Zl p ~ i i / s 1 1 - 00 Q ` t ( r.- Z6) 9' Z6 6 / I t L .L t 6 3. 606 I ( 06) 98* 6 1 a l'Zt 6 6 mss. 04 rn~ \ Iuaujas 6 I (£"ZZ6) ~s 0 9 ~ ~ ~ 0 ~ it I O I I 08 016 1 6 60 - jua - t 1 I a ~ 0-OL6) 00 (0-E1.6) (p a I a 5-OZ D a w o t I I 6 al of 8' 16 t j 0£' 6 P" t6 t ~O I ~JD~lU S 'C~OJ I I -Ile I~' o I 1~ 1 n '9t 1/2' DIA. X 10' ANCHOR BOLL AT 6-0" O.G. ON ALL HALLS b"• THICK OR THICKER b'-0' O.G. ON 4" BRICK LEDGE U51NG IS' PROVIDE ADEQUATE SLOPE ANCHOR BOLTS AHAY FROM HALL 50 THAT 2XB PRESURE TREATED PLATE WHEN FILL ADJACENT TO WALL SETTLES, HATER DRAINS AWAY FROM, HALL IN. BOLT GROUND DOVER TO `00 3" r ,11 PROJECTION SHED HATER b" POURED GONG. WALL GLEAN BAGKFILL o PROVIDE BOND BREAKER FOLLOW 0.5.HA. BETHEEN HALL AND RECOMMENDATIONS ; FOR SLOPE WHEN UNSTABLE GROUND 15 ENCOUNTERED b MIL POLYRTHYLENE ++~+,aaaaaaaaaea,s VAPOR BARRIER TAPE y~I~gtEjtPRoof E OF py JOINTS OR OVERLAP b' UAP'PROOFIN6m .%~~,5 ,•••u`r Y~. GR 4' GONG. SLAB OVER 4' t • MIN GRAVEL PLACE ON 0 0 0 • H NATURAL UNDISTURBED 501L 0 00 000000 RAK 0 00 00$ 3/4" GRAVEL BAGKFILL E7-7n751 00 0 Y • ;q - % 0 0 ~0 000 4 % 7 Z/e7 00 0 o 0o WEEPHOLE5 0 45' 0,6. ON At ~ 0 0 pnnutata+ ~ 3' DIA, PLA5TIG DRAIN TILE FOOTING SHALL BEAR ON PLACE HITH HOLES ON BOTTOM NATURAL UNDISTURBED 501L Q CONNECT TO SELF CONTAINED 5UMP WITH PUMP OR GRAVITY DRAIN VIRGINIA HOMES 8'-0" FOUNDATION 1152 GOODALE BLVD WALL DETAIL COLUMBUS, OHIO 43212 8" CONCRETE WALLS TO BE 3000 PSI 8"X16" CONC. FOOTER TO BE 2500 PSI PHONE: (614) 297-0404 FAX: (614) 297-0383 PERMIT NUMBER: CITY OF DUBLIN 10-4 -2 CIO V 3 S DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW C13ECIh'LIST Lot Number: ` Reviewer: Epp Subdivision: Address: Date: ~ Q ~ • / ~ • 0 YES NO NIA ITEM DESCRIPTION 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review, 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an alder subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. f 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 fue hydrant. 9 Side yards do not exceed 3:1 slopes. 10 A major Aood routing path is located on this lot, If Yes, does it match Master Grading Plan? If No, proceed with review. I 1 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. ? 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. ? 22 100-year Floodplain, Floodway, and Floodway+ 20 feet is shown and labeled FEMA FIRM Map Number: 21 10003$ Effective Date: Off}- 2 q~ 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. +f 28 A north arrow is shown, 29 If a corner lot, address should be for street that the front door faces, Comments: REVIEW RESULTS: Vf PPROVED 0 DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 1/17/2007 N:1F.ngineering~I'01dC1'~NGPGLO19.doc ~vYO >750 Chandler Court E REVISION DATE & REQUEST Nesterville, OH 43082 co 1 -Mail: hoyssinc@aol.com AN 1 Phone (614) 895-1922` Survey Fax (614) 895-1949 Construction Fax (614) 895-9549G I N ~ FOR VIRGINIA HOMES HOUSE STYLE 620 "A" LOT/SUBDIVISION 71 WEDGEWOOD GLEN ? CITY OF DUBLIN SCALE 1" = 30' ? PB, 106 ? PG. 19 ? DATE 06.28.07 ORDER NO. DRN. DR/NV CK. FLOOD ZONE X ? COMM. PANEL 39049C ? PAGE 0038H ? MINIMUMS R: 30' DATE 04-21-99 ? S: 7'/15' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 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 TWO TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." Strled Treei eked 4118 BORGE WAY 60' COMPACTED GRANULAR BACKFILL ITEM 304 CALL CITY FORESTER BEFORE __-REQUIRED IN SANITARY LATERAL AND WATER ORDER AND INSTALLATION E VICE TRENCHES UNDER PAVED DRIVEWAY. mvicS ) 90 l1 Q ep hfStdela 7 &/C 9 TC.= CURB 909.42T 9 3 909 CALL INSPECTION LINE TO ? sg = 22°18'19" 16 131C SCHEDULE INSPECTION WATER TAp \~ALl~ ~.N,y ~ -1 NIA 97 R=230.0' C="4 LE 9p9.9b 88.98' 910.03 910.10 SAN SEW. TAP 3 00' E.O.S=903.00 120 EP•SIE'AEj( $'k SLOPE= 0 32.00' 4.15% 91 .30 - J 910.70 16' DR1VE 100 YR. ELEV. T~ M 30' BLDG. LINE 91 z.l a a INDICATES MAJOR ; (s ` ) 21.00 X 0.55' FLOOD ROUTE 912.10 19 911.76 (31.3b') ; 14.00 Q 25.00' ~I 10,00' 1 19.74' J\ F.F.- - !c~ 30.11, SECTION B-13 914.10 T.O.W.= 913.10 !v BASE 905.35 72 910.90 30 FT.= 914.50 \ ~d 911. 4.00 70 !---A/C UNIT F.F.= 915.50 o e' ~z¢ 1 ZONING CCtM LIANCE APPROVED AS NOTED P 911.80 x Screen All MechanicM.Uift Y OF t1lL~1~ rflp r C osr~,~} \ FROM PUBLIC.R.O.W. CIT7 -,2 3 ~7 ~4 1p~7 T ~9R, CALL PLANNING, DIVISION ! m/ ~qr lFQ' ~ 71 f ~ ~C~~Gy~q~Lyp` et' J x'92 ! 83.33' s/py'~p9~`S q~l x. ~ 2 1 / " T~ ~'$'~J ! ysA Cr 6 Z 3 J 913.60 Jp,O _t4Y SEPARATE ' f d REVIEW I' '9 AP =iY DEED tN!Tf1 1PLlANCE ai:7 t~~oT ENGtNEERINGCOMPIIAjNCE j oY TITLE. rs City of Dublin APPROVED AS NOTED KO W ` ll0 NOTE: WATER SERVICE SIZE = 3/4"."~ 0 \ NOTE : BUILDERS TO PROVIDE ? TREE PROTECTION DURING ALL PHASES OF CONSTRUCTION. BUILDER TO MAINTAIN 11 HEREBY CERTIFY THAT THE 9J 1 EROSION CONTROL GRADE ELEVATIONS SHOWN ON p THIS PLOT PLAN ARE THE _..._RESULT OF AN "AS BUILT" SURVEY - PLOT PLAN 1 PERFORMED ON We hereby certify that the foregoing PLOT PLAN was prepared from SQUARE FOOTAGE DATA infonnation provided =Plan Client and data obtained from Engineered FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY r' c ± ~ Subdivision Plan. This PIo~Plan is to be used by the Client for the sole purpose of obtaining a building permit. The u!e of t]~e Plot Plan for any va~~`t "0F r~~rrriz ~OT 26,903.0 WALK 283.0 other purpose is strictly prohibited. r HOUSE 2657.0 SOD cov. 24.072.0 SURVEYOR OR BUILDER SIGNATURE DA TE t~~~ gTr'~ /0~% DRIVE 1083.0 LOTCOV. 9.88/0 i APPROACH 19 n 0.0 i s ~~i - CO. COVER SHEET ~N~RA~ NOTES L G 1-1 FOUNDATION PLAN I. These drawings have been designed to meet or exceed all requirements I o I fect in this urisdictian. WALL HEIGHT RE UIREMENTS of the Resldentia Gode f Oh o in of ~ 1-2 FIRST FLOOR PLAN L0 d- DESIGN LOADS N ob 2. Dimensional lumber used for all Framing, except trusses, studs, sole plates, RGD 2006 EDITION 1-3 SECOND FLOOR PLAN MAXIMUM ALLOWABLE HEIGHT AND SPACING OF WOOD STUD WALL EXPOSED TO WIND ~ ) and cap plates shall be SPRUCE PINE FIR No. 2 or better. Morth) N N SPEED OF IDO MPH IN SEIEMIG Z01~3 0 ~ I AND SUPPORTING A ROOF ONLY OR ONE Z-1 EXTERIOR ELEVATION 1 r 3. Areas to receive the or marble floors may need to be sklffened beyond FLOOR AND ROOF WALLS: S.PF. WOOD STUDS minimum code requirements to prevent cracking -builder and Installer shall HEIGHT FLOOR JOIST: TJI FLOOR JOIST OR 2-2 EXTERIOR ELEVATIONS determine same. (FEET) 24" O.G. I6" O.G. 12" O.G. 8" O.G. NOTED OTHERWISE 1S t/~ y > l0 2Xb 2Xb 2x4 2x4 FLOORS: 3-1 STAIR WALL SECTIONS is 4. Dimensional lumber used For wall studs, sole plates, and cap plates shall be 1sT FLOOR 50 PSF LIVE LOAD Le) H Spruce Pine fir No.2 or better. (North) 12 2Xb 2Xb 2X6 2X6 2ND FLOOR 40 PSF LIVE LOAD 3-2 WALL SECTIONS 14 2X6 2Xb 2Xb 2X6 10 PSF DEAD LOAD w O ~ N 5. All dimensional lumber shall have a maximum moisture convent of 19Ai. 16 ENGIt~ERED 2Xb 2Xb 2Xb cni. CONY GKS: 60 PSF LIVE LOAD 3-3 SHEAR WALL DETAILS 18 BJGINEERED 2X8 2X8 2X8 ~ ~ b. Where the term "G d N" Is noted on the plan set It means glue and nail. v~ O I N I shall I 20 ENGI~ERED ENGINEERED 2X8 2X8 3o PSF LIVE LOAD 4-1 CODE COMPLIANCE Gluing shall conform to the Information stated be ow. ai Ing app ROOF W/ GLG. LOADS: enough clamping force to hold the glued mating surfaces iln contact un II the q iL O in F I stren th. FOR 51: I INCH =25.4 mm, I FOOT=304.8 mm, I POUND PER SQUARE FOOT=0.0479kN/m2 ROOF WIO GLG, LOADS: 20 PSF LIVE LOAD E-1 BASEMENT ELECTRICAL glue atta s ul g I POUND PER SQUARE INCH=bb95kPa, I MILE PER HOUR=1.b09 kmlh ROOF DEAD LOAD: 10 PSF - Where Iuin of wood members is s ecified the lue that Its to be used is E-Z FIRST FLOOR ELECTRICAL 9 9 P 9 CAL z cn ~D Titebond Construction Adhesive as manufactured by Franklin International or e ual. ROOF SNOW LOAD: 20 PSF LIVE LOAD E-3 SECOND FLOOR ELECTRICAL H q MAXIMUM .ALLOWABLE HEIGHT AND SPAGIN6 OF WOOD STUD WALL EXPOSED TO WIND SPEED OF l00 MPH IN SEIEMIG ZONES 0 E I AND SUPPORTING TWO FLOORS AND A WIND SPEED: 100 MPH. CRICAL H b. Where gluing is specified It shall be completed as follows,: ROOF EXPOSURE 'G' C~ oN o A. Place continuous bead(s) of lue on one of the surfacces to be glued. B. Nall so that surfaces are he d tightly together until ghue attains Full HEIGHT " " u SEISMIC CONDITIONS BY ZONE: A strength. (FEET) 24 O.G. I b O.G. 12 D.G, 8 O.G. N " 00 G. WI e awa an excess lue which is ex elled IF It's a earance will be > 10 2Xb 2X6 2X4 2X4 ICE SHIELD REQUIRED: YES p y y 9 p f'p N unacceptable in the finished structure. 12 2Xb 2Xb 2Xb 2Xb FLOOD HAZARDS: A,1/Ib/19 'd 14 2X6 2X6 2X6 2Xb 8.4122!91 Q. The following fastening schedule outlines the minimum requrlrements and shall I to fasten(n schedule in the current I6 ENGINEERED ENGINEERED 2Xb 2X6 WINTER DESIGN TEMP. 5° F be used In con~unctlon with the comp e g code. 18 ENGINEERED ENGINEERED 2X8 2X8 FATHERING: SEVERE w (RSN =ring shank Hall GWN =common wire nail) 2O ENGINEERED ENGINEERED ENGINEERED 2Xb FROST DEPTH: 3b" z A. Sub floor to Joists: Fasten with glue and I-8d RSN ®6 c/c. TERMITE: YES 0 B. Sole plates to sub floor: glue and I-Ibd GWN ®8 crc. FOR SI: I INCH =25.4 mm, I FOOT=304.8 mm, I POUND PER SQUARE FOOT=0.0419kWm2 DECAY: YES G. Studs to sole plate: fasten with 2-Ibd GWN. I POUND PER SQUARE INCH=b,895kPa, I MILE PER HOUR=1b09 kmlh x D. Studs to cap plates; fasten w(th 2-Ibd GWN, ASSUMED SOIL: 1500 PSF E. Stud-to-stud and plate-to-plate: 2-IOd GWN ®6" c/a. s : 8d GWN ®4 c/c. THESE WALL HEIGHT REQUIREMENTS HA ESIGNED TO M ET OR MEAN ACTUAL TEMP. 50.1 f. F. Roof sheathing to trus es VE BEEN D E EXCEED G. Roof trusses to walls; Simpson Strong-Tie anchor H2'.5. THE REQUIREMENTS OF THE RCA GODS IN EFFECT. H. Multiple 2x lintels: G a{ N with Ibd GWN's as required.. CONCRETE FLOORS WI AIR: I. Multiple LVL beams: Fasten per manufacturer recomrmendations BASEMENT 4000 PSI J. Roof trusses to LVL: Simpson Anchor HU210. GARAGE 4000 PSI 10. Where "LVL" , "L5L" or "PAL" Is noted on the drawings the products used must meet the Following criteria: - MIGROLAM (LVI-.) M.O.E. = 1,400,000 psi. - Fb = 2600 si 0 N - TIMBERSTRAND SL) M.O,E, = 1,300,000 psi. - Fb = 1700 psi - PARALLAM (PAL) M.O.E. = 2,000,000 psi. - Fb = 2aoo psi W II. For all elements of construction not specifically noted on these drawings Q shall comply with the Local Governing Codes, Requirements, and Regulations. W ~ U ~ ~ z D D~51 GN L0~ 5 I. Loading; Llve; Dead: Roof 25psF IOpsf c1 ~ o ~ RooF Snow 20 sf 10 sf REQUIRED ACTUAL REQUIRED ACTUAL BEDROOM BEDROOM p p ROOM NAME ROOM SQFT. WINDOW TYPE 6LAZING SQ, FT. GLAZING SQ. FT. VENT SQ. FT. VENT SQ. FT. t~T. CLEAR OPG EGRESS SQ. FT. P4 O Attic 20psf IOpsf 2nd Floor 40psf lop5f OOT!'~NGS WITH REINFORCING )RCING 4 ,....a o F Ist Floor 40psf IOpsF =CTION ~4 w SHALL COMPLY WITH SECTION Ext Bal/Decks bOpsf IOpsf IEC. oo n 9 99 11.96 15 250.50 QF THE 2005 NEC. GREAT ROOM 299 SINGLE HUNG 23. 2 r--4 Q w KITCHEN /BREAKFAST 211 SINGLE HUNG 21.b8 55 IOb4 21,5 5~~ 5H~ DINING ROOM 141 SINGLE HUNG 1128 51 5.64 25,5 dE G MPL I ~NGE NOTES 0 FAMILY ROOM 608 IN6 E HUNG 48.64 42 2432 21 S L DEN 15b SINGLE HUNG 12.48 36 b.24 18 r=- O MASTER BEDROOM 291 SINGLE HUNG 23.16 30 11.88 15 24' X 20" MIt~. MIN. 5.13f~FT z F-- BEDROOM ~2 15b SINGLE HUNG 12.48 30 624 15 24" X 20" MIN. MIN. 5.15(~T O BEDROOM ~3 157 SINGLE HUNG 1256 30 628 15 24" X 20" MIN. MIN. 5.15QFT M=d fiHE3E DRAWINGS HAVE ° BEEN REVIEYVEO FOR AND BEDROOM ~4 144 SINGLE HUNG 11.92 15 5.96 1,5 24 X 20 MIN. MIN. 5.15QFr COMPLY`~THTHB , WPYRIGHT 2001 ALL DRAWING AND WWTTEN MATERIAL APPEARING HEREIN 00N3TTUTE THE ORIGINAL AND UNP1191-15HED SHAL4 H 2008 EDITION OR THE 4 WORK OF DAVIDSON PHILLIPS INC. THE SAME MAY NOT BE COPIED USED DISC4-05W OR CONSIGNED BONUS ROOM 241 SINGLE HUNG 1928 33 9.64 1.5 24' X 20" MIN. MIN. 5.15QFT $iESIDENTIAL ! Of ~ p1SAMENDED ' TO A THIRD PARTY WITHOUT THE E)Q'R VRITTEN CONSENT OF PAVIP50K PHILLIPS INC. WHICH RETAINS THE COMMON LAW COPYRIGHT TO THIS MATERIAL G DATE: b/13/O NOTE: THIS SGHEDI~E IS FOR LIGHT AND VENTILATION, IT 15 NOT INTENDED FOR COMPLETE WINDOW TAKEOFF. F REV15EP: N ~ ~1 1.7G0~ VENTILATION EXCEPTION; AN APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE of PRODUCING 035 AIR CHANGE PER HOUR IN THE ROOM OR A OVS~ plANS MU occuPANr APPR WHOLE-HOUSE I~GHANIGAL VENTILATION SYSTEM 15 INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 CUBIC FEET PER MINUTE (GFhU PER ~PECT{C~P~~, COMPUTED ON THE BASIS OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. S I TE FOR ALi. ~ ~ ~ LIGHT EXCEPTION; ARTIFIGAL LIGHT SOURCE IS PROVIDED CAPABLE OF PROVIDING AN AVERAGE ILLUMINATION OF b FOOTGANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. ' SHEET # COVE _ _ _ - 54'-0" 21'-0" 33'-0" Lo 13'-b° 2'-8" I b'-10" d~ N jAG L j 00 WEEP HOLES 48" OIG I I NOSE BIBS N N ~---------------------------------------L---L--- d^. r ran I o° O I~ lr' a ~Q~~ I I ~ 0 ~ MM rrD-~~ Ul'JLz1L~L~ I I I I I I IJV~W~~~ I I Iq'-8" I I 32'_4° I I INTERIOR WALL HEIGHT OF 1'-8" PLUS OR MINUS 2' I I I H N I I I I I I I I I I I I I WW N I I I I I I o (Y d' I I I I I I I I I I I I ~ nnnn I I 4" SLEEVE 12" BELOW I ~dt3~d~Jd:l ~ I I rD ~ ° L;~~ ~~~LN I I I I Q TOP p OF WALL (RADON) I I EXCAVATED N ~ I 30X30 = (3) ~5'S EA. WAY 36X36 = (3) #55 fA WAY I I I I 31/2' GONG SLAB OVER ~ 0 I I 42X42 = (4) #5'S EA. WAY 48X48 = (4) #55 fA. WAY I I 8" POURED GONG, WAIL 4b' I 6 MIL. VAPOR BARRIER ~ I I I I HIGH WI 8' X Ib" GONG. FTR. I I OVER GRAVEL FILL (2" MIN. I ~ m I I I I I I ALL BASEMENT WALLS TO r H I I I - ~I ~ I I I FRAME 2X4 WALL ON TOP I BE WAT~2PROOFED - ~ m I I = I I OF 4' SLAB; SfE DETAIL I Q I I - 1I I I ~ I I I I I I I I cl, ~ ~ a o N U I I I I I I 0 I I I I ~I I I I I I I ~ I I 10 8 ~ I I "EXCAVATED I I I -0 10.8 I I N d^. I I 4 GONG 5LA6 OVfR I I I I OI I b MIL. VAPOR BARRIER I I 5~-0~~ 42" X 42" X 12' GONG, 42' X 42" X 12' CA G. I r+ = I I OVER GRAVEL FILL (2" MIN.) I FTC. l^U REBAR NP. FTC. W! RfBAR iYA. I I ~I I I I r------ r------ I I o I I ~ I I I I I I I I _ ~ ~ I 81/2 DEEP I i m p l I cv I IBM, POCKET I W8XI8 STEEL BEAM CONT. I I " I I $ I I - _ _ _ I _ _ I_ I _ _ 8 I DEEP I z 0 I I I I I I 8M, KETI I x I I I I I I I I I I II 1/8' TJI'S I I 2bb8 I - ~ 3" DIA. STEEL I 3' DIA. STEEL I I I I A~ I I 1- ~ CALUMN I COLUMN I I I I I I m I I I I I I r 42X4 I I I I I t o I I O 51UD5 I I I I I Q FOR BRG. I I I I 3-10 I I IO\ I I ~ I I N p I I I ~ - ~ 30"X30" CONC. - I I iv I I b POURED GONG. WALL 4-0' I I 5'-0" UP 9R THICKENED SLAB ~ I I ~ I IGH W/ 8" X Ib" GONG. FTR. I I in d ~ I I I I I - I I r ~ I I I I I I ~ I I 0 I I I - - - ~ ~ I I I FLUSH BEAM LL I I I I I I FD I I I I ® I I I I 4 I I I I WH FURN ~ I I _ in - I I ~ QI I I I - I I Q I I 3-10 10'-8 II'-0~~ I Q W I I i- ~ 10 8 I m I I I ~ " I I I I 42 X 42 X 12 GONG. ~ 42' X 42" X 12' GONG. I Q I I u I I FTG• W/ REBAR TYP. FTG i I I I 4 SLEEVE 12 BELOW - - ~L • NU REBAR TYP. I I I I TOP OF WAIL (PLUMBING) I I ~ ~ r------ I I I I I I I I L__ I I I I I I ~V I 81/2" DEEP I _ _ I _ I W8XI8 STEEL BEAM lAN . I _ I _ 8 I "DEEPI I _ H r woo I r__ IBM.POGKET I I T--~ BM. KETI I I I , I I I I I I I u, z ~ I I I I 3" DIA. STEEL I I 3" DIA. STEEL I I o cv I I I w I I I J COLUMN ~ COLUMN I I ry I I I I I I W O I I I I I I FZ C~ ^ I I I I~oO I I I I I, ~ I I ~ ~ ~I ~ I ~ P o I I I ~ Q ~ I I ,Q ~ o I I I ~ ~ I ~ I I ml ~ I I~ I I I I ~ ~ ~ I I I I ~ ~ r 4 I I I I I = ~ ~ - I g~ G4 ~4 w I I I I I I I I I 1~9~ 00 ~ I I I I I I I~~~ r-q Q w I I I I I I I UNEXGAVATED I I I I I 1= 4" GONG SLAB OVER I I P I I~ I I~ OVA GRAVEL FILL (4' MIN.) I I I I I I I OVER b MIL. VAPOR BARRIER I I I I = I I ~ I I I 4 ~ I I I I g cv I I = I N- I I I I Q I I I I I ry __J f . I I 18112" DEEP W8X10 STL. 8M. 8 I/ " f I 4 I I I - - - I cv I I IBM. POCKET BM. IGKETJ _ _ _ _ _ _ _ _ _ _ I r I I I SLOPE FLOOR 2" MIN I I\ / I I ~ ~ I I I I I \ / 3/4 BATH I I I I I REAR TO FRONT I I I\/ I I I I I 0 z I I I i I I RDUGH IN = I ~q~~ I I I I ~ I !s[l~ I I I I I I I UNEXGAVATED I I FOOTINGS WITH REINFORCING 0 I I I I I~\ I ~ I 14" LANG SLAB OVER I I ~ I I I I I ~ \ I r-- I GRAVEL FIL " I I I SHALL COMPLY WITH SECTION I I I _ I ~r \ I I I 250.50 OP THE 2405 NEC. I I I i r ~ I oil I I I I I WPYRICMT 2007 I I 19'-8" I I ~ I ALL DRAWING AND WRITTEN MATERIAL APPEARING HEREIN GON51ITUT-E THE ORICINAL AND UNPU13LI5f£D WORK OF DAVID'SON PHILLIPS INC. THE SAME MAY - I I 8" POURED GONG. WALL 4'-O" I r-------------------------------------J NOT EE COPIED USED OISGL25W OR GON5151ED TO A THIRD PARTY WITHOVr THE EXPRE55 MITTEN CONSENT OF DAVIDSON PHILLIPS INC. WHIGH RETAINS 4 I I HIGH W/ 8" X Ib" GONG. FTR I I RAISE PORCH FOUND. 4 ~ m I I ABOVE HOUSE FOUND. THE COMMON LAW COPYRIGHT TO T1415 MATERIAL I I N I I D. DATE: 6/13/0'7 RE REVI5ED: I , I'-0' OPTIONAL DEN AND 2 FT DUBLIN BUMP 2'-4" I6'-4" 2'-4" 21'-0" 12'-0" l'-0" 14'-0" 5F SHEET # 54'-0" 1-1 54'-0" 10'-10" Ib'-101/2° 4'-II" 4'-II" q'-6" T-0" It Ln d' N 00 3030 WOOD N N (2) (3 2X6 (2) X6 STOOP A FULL HGT. ,FULL HGT, FULL NGT. r~ a 6068 SLIDER - 2X6 (q'-81/2" ® ID" I 13'-1112" H ~ v W N 36" IREGT T FIREPLACE II 1/8" TJIS l^U 8 X 8" TILE. SURROUND ( ABOVE v, 0 W/ 5 LF d ~ - 4'-b" 14'-21(2" ~ ~ BREAKFAST r wDTG.tG.r. ° cv ~ I - - ~ I~ ~I H ~ I b'-0" 5'-8" GREAT ROOM ~ I CARPET ~ 112" BAR TOP 6" ABV. r~ OPEN ABOVE I COUNTER TOP NU 2X4 o N I I WALL IR~DER BAR TOP N ~ O I FAMILY ROOM 00 FINISHED I I N II I I o I 4. r-4 _ I I I o -t- ,n I W ~ II 1/8" TJI'S 5'-0" b'-8" 7b I/2' I I o N ABOVE ~ WOOD RAILING FLO_OR_AB_OVE Q 0 - - FLUSH BEAM - T P-4 2668 I KITCHEN ~ DN 8R I (3) 2X4 5TUD5 I " ~ UP R ~ FOR BRG. I WD / G.T. m I ~ H Il I I _ = BOPPED HEADER _ I I N 4 I I ~ r 2X4'5 ~ Q Q RA O ,I ~ - ~ 2668 _ R BRG. o I I ~ I ~ ~ d~- ~ b'-31/2" q'-71/2" 3'-b` 5'-0" DN R ~ ~ 13'-8" m I I ~ ~ I ail i ~ I I ~ 4074 F,O. ~ iv5 - r 2468 " - ~ BUTLER P. KITC~ I ~ ~ I J 4 RE51L N RESIL. m - I Q LAUNDRY TUB ~ (2) 2668 BI-PA55 + ~ QnW- ROUGH IN q'-2 m b -0' b -q b -41/2 " I ~ 11/8" TJI'S ~ I ~ IAUN RY I ~ ~ I 0 3q" REF. VE m 15) - SPACE RE51 . 2668 - - - _ _ _FLUSH BEAM _ N 4014 F.O. BOOR ABOVE m N z ry B (3) 2X4'5 22068 BI-PA55 ]?~R " I I FO BRG, ~ ) m WD / G.T. _ II I cv ~ 4 I I ~ II 33" VAN, I I ~ QII I o FOYER ~ I I m Q DINING ROOM ° WD / G.T. r III ~ CARPET N w ~ OPEN ABOVE $II ~ ~ I I ~ CHAIR RAIL - I I GROWN MOLDING 00 0 - I III II 1/8 TJIS Q fl GARAGE I o I I ABOVE ~ II 7/8" TJIS I I - I I GONG. I I ~t 4 _ ~ ~ ABOVE I u~ b'-q N 13 ~8 I NOTE: o.l _ _ = 5i8" FIREGODE DRYWALL DEN III 4 ~ Q 4 ON COMMON WALLS ANp CEILING - I I N _ N iT CARPET rNi ~ ~ GROWN MOLDING _ 4 4 I (3) 2X4'5 FLUSH BEAM ~ FOR BRG. - - - GIRDER TRU55 LINE OF FLOOR ABOVE 0 - - - - - - A z I ROOF Tf~155E5 DRYWALL TAPE AND BED ABOVE PORCH ~ ENTIRE GARAGE O GONG. E II'-8" ~ I I (3) X45 COPYRIGHT 2001 E ROOF TRllSSES FO BRG. ALL DRAWING AND WRITTW MATERIAL APPEARING HEREIN GONSTITUTE THE ORIGINAL AND UNPUBLI5HED ABOVE FLUSH BEAM WORK GF DA AP50N PHILLIPS INC. THE SAME HAY NOT BE GOPIED 05 DI' 05W OR GONSIO ED TO A THIRD PARTY HITHCVT TFC EXPRESS WRITTEN A METHOD 3 BWP SHAt.L BE A5 FOLLOWS" - 20'-4" G GONSENT OF DAVID5CM PHILLIPS INC. W-NGH RETAINS THE COMMON LAN GOPTRIOHT TO TH15 MATERIAL ~ g ~o I. WALL LENGTH =ENTIRE WALL iv 2.1116" OSB N 3. b" O.G. EDGE NAILING DATE: 611310-7 4.12" O.G. FILED NAILING REVI5ED: I ' = I'-0" B h1E1NOD 3 BWP SHALL BE AS FOLL01~° OPTIONAL AND 2FT BUMP I. SEE CHART OPENING ON SHT, 3-3 b'-6" 8'-0" b`-b" 3'-4" 6'-0" 2'-8" 3'-4" 3'-8 I/2" 3'-II" 5'-Q I/2" 4'-3" 2. SHEET # G CORNER WINDOW BRACE WALL LINE PER. SECTION 602.10.1 OF THE RGO CODE 2006 EDITION 54'-0` 1-2 _ rt ?n d- N 00 N N 54'-0' 41, H 2'-10" 15'-4' q'$ I/2" 4'-II" 4'-II" I6'-6" H u r) w N A A o TRIPLE TOP PLATE REQUIRED 0 20'-4" 18'-8112" 13'-8" H cn H N SLOPED 0.G. 22°X30" ATTI GGE55 SLOPED 0.G. - w FLAT 0.G. FLAT GIG. CJ ~ o d- N U o R/5 06 N N - ~ MASTER BEDROOM _ GREAT ROOM r LL CARPET CARPET ~ (2) 3066 61-PA55 H ~ q'-0' GEILIN6 T-10 I/2" 5'-6" i~ ~ r ~0 - ~ z A x 10'-q" 5'-6" '-b' ~ 5'-0" 6'-6" T-0 1/2' cv 4 A BEDROOM #4 ~ CARPET - u z WOOD RAILING BELOW 38 HIGH WALL I^U WOOD GAP Q Q~ ry ~ c I N I I w$ ~t I _ -d 1 I DN qR i I ~r 0 ~o~ _ I cn ~ Q_ I I I I 13-6 . QI I I I 2 8 ~ III = I 2666 - - III 4 C------------ ~ Q M. BATH I I r $ HALL RESIL. ~ I I W Q I I DN R ~r CARPET o 0 0 4 4 Q H p r ~ ~ ~ w N - IU pl m N o_N -o- , Q I- I BATH n !y N I k I _ - i n " ~v "x ~ ~ I ~ I R/5 (5) SHELVES ~ b -3 RESIL, 7 112 O N L--J - Zoo 'D 2469 2468 W.LC, r - - -i H CARPET W.LC. I ~ I z ~ ~ ~ Q CARPET I k I ~ N 2669 R/S - ~ IQ~N ~ H Lu N - (V - '-I" I l~ q'-31/2" l'-10112' I _ ~ -6" ~ b'-q" -b - m 2468 2468 N 3066 BI-PA55 cn ~ ~ Q ~ 4'-6" 8'-10 II2' P4 Z o WOOD RAILING cmv K 22°X30" ATTIC ACCESS A ~ w FIELD VERIFY HEIGHT A.FF. N CO o TRU55 BEARING ABODE ~ Q w K W ~ BEDROOM #2 FOYER BEDROOM #3 GARPEr BELOW GARPEr v A m m - - A II'-6" b'-q" 13'-6" O (5) 2X4 STUDS (5) 2X4 STUDS z FOR BRG. GIRDER TRUSS FOR BR6. - - - - - IPLE TOP PLATE REQUIRE _ O GABLE END TRU55 4 G iv WPYRIGNT 2001 G ALL DRA4NG AND NRITT@d MATERIAL APPEARING HEREIN OON5TITUTE THE ORIGINAL AND UNPUBLISHED WORK OF DAVID54N PHILLIP5 INC. THE SAME MAY NOT 13E COPIED USW D15plO5ED OR CON5IGNED TO A THIRD PARTY WITHOUT THE E>PM55 NRITTEN GON5ENT OP PAVIP50H PHILLIP5 INC. W-0OH RETAINS THE COMMON LAN COPYRIGHT TO 114I5 MATERIAL 3'-8" b'-0" b'-0" 3'-6 I!2' 3'-II" 5'-q 1I2" 4"-3" DATE: 611310-1 Iq'-4 V2" 13'-II 1/2" 20'-6" REVI5ED: 54'-0" U4" = I'-0" SHEET # 1-3 PREMIER ct EXTERIOR ELEVATION NOTE: EXTERIOR ELEVATION NOTES: 4 N i 00 ~'~i> • SHINGLEy: HORIZON SHINGLEy y-~p LIFE EXPECTANCY: 30 YEAR N N WEIGHT: 245 LB. WEATHER EXP05URE: 5" STUCCO STONE SIDING: SMART TRIM SIDING V J ~ (WOOD SIDING 30 YR. LIFE ) HORIZON DIMENTIONAL SHINGLES FASCIA: IX6 SMART TRIM (WOOD yIDIN6 30 YR. LIFE ) CORNER TRIM; IXb SMART TRIM PER ELEVATION W r-r O ~ N SOFFIT: SMART TRIM VENTED dc1r)- FASCIA: IXS SMART TRIM (WOOD SIDING 30 YR. LIFE ) = GUTTER: ALUMINUM CORNER TRIM: IXb SMART TRIM PER ELEVATION (WOOD SIDING 30 YR. LIFE ) p RAKE: IX8 SMART TRIM PER ELEVATION WINDOW TRIM: IXb SMART TRIM PER ELEVATION - FREIZE BRD: IX8 SMART TRIM PER ELEVATION (WOOD 51DIN6 30 YR. LIFE ) H N SOFFIT: VENTED 5MAR7 TRIM z co WINDOW TYPE: VINYL SINLE HUNG GARAGE DOOR: i'-0" HIGH RAISED PANEL "POND~05A" N o INSULATED OVERHEAD DOOR f-r-i U PORCH GOLUMINS: NA 06 N d^. RIDGE VENT: CONTINUOUS H WINDOW TRIM: IXb SMART TRIM PER ELEVATION u GROWN MOLDING: LINEAR MOULDING MODEL # b528 PER ELEV. W GARAGE DOOR IXb SMART TRIM PER ELEVATION z 0 HEAD TRIM; x ------12 _ - q - , 30u GABLE VENT 0 N W - , - ~ Q W ~ , ``w . . • , z W o _____T ~ ~ s r4 z o _ ~ i ~ p a °o _ ~ ~ t a _ _ `9 (Y U. p4 w 30' GABLE VENT ~ T - 5 x N 0 0 ^ r-.4 o H W K ~ - ~ - - - -.4/12-- - ~ _ ~ - _ ~ ~ ~ ~ x g - - - - - lT Q. - ~ F- P ~ o ~ ~i ~ Q ~ ~ ~ t ~ - _ _ ~ _ Q o - GOPYRIGHT 20M ALL DRANIN6 AN7 WRITTEN MATERIAL APPEARING HEREIN CON5TITUTE THE ORIGINAL AND UNPLUL15HED NORK OF DAVIDSON PHILLIPS ING. THE SAME MAY - - w. . _ - - - - _ Q NOT 6E GOPIED U5ED PISCL05W OR CON51GNE0 TO A THIRD PARTY WITHOUT THE EXPRE55 WRITTEN GONSENT OF DAVIP50K PHIWP5 ING, WHICH RETAINS - - - - - - - - - - N THE COMMON LAN COPYRIGHT TO 714I5 MATERIAL DATE: 611310-1 REV15EP: - 114" = Ib" LO 'E' GLA W SS a SHEET # 2-1 _ _ - - 12 12 9 9 ~n d- N 00 HORIZON DIMENTIONAI. SHINGLES N N HORIZON DIMENTIONAL SHINGLES H `n W v-4 O ~ N • NORIZ~ N IMENTIONAL SHINGLES ~ I I ~ ~ I I I Q F I I O 3050 ~ ~ a I ° ~ H ~ - ~ ` vi ~ - 3030 I ~ Q ~ z I H ~ ~ ~ I ~ I ( I ~ h o O I I STUCCO I 5T11GG0 ~ ~ _ Q I I ~ z a• ~ N u 0 ~ I I 3050 ~ >Y cl _ ~ I ~ ~ _ = 3036 3036 I - - _ N ~ d _ Q H o - ~ - I I W z 0 I/8" = I'-0" 118" = I'-0' x LOW'E' GLASS LOW E GLASS 0 N W O U z~ woo z UJ C~ P4 z ° o ° PREMIER w EXTERIOR ELEVATION NOTE: Q t;~~,~~; Q ~ d- ~ SruGGO SroNE • HORIZON DIMENTIONAL SHINGLES HORIZON DIMENTIONAL SHINGLES CORNER TRIM: IXb SMART TRIM PER ELEVATION FASCIA: IX8 SMART TRIM 0 EXTERIOR ELEVATION NOTES: GUTTER. ALUMINUM z RAKE: IX8 SMART TRIM PER ELEVATION ~ SHINGLES: HORIZON SHINGLES LIFE EXPECTANCY; 30 YEAR FREIZE BRD: IX8 SMART TRIM PER ELEVATION ~ O J WEI6HT: 245 LB. 3040 5040 40 ~ z ~ ~ Noma WEATHER EXPOSURE: 5" SOFFIT: VENTED SMART TRIM 6068 SL. GL. DR. 3050 3050 ~ ~ C.OPTRIGHT 2007 i ~ ~ SIDING: SMART TRIM SIDING WINDOW TYPE: VINYL 51NLE HUNG y~,Cp ALL DRAWING ANp WRITTEN MA7T9xIAL APPEARING HEREIN GONS7I TUTS THE ORIGINAL AND UNPLVL15w-o ( WOOD 51DING 30 YR. UFE) ~e GARAGE DOOR; 1'-0' HIGH RAISED PANEL "PONDEROSA" Ta WORK OF DAVIDSON PHILLIPS INC. THE 5AME MAT NOT BE COPIED U5ED DISGA5ED OR OO14516NED TO A THIRD PARTY NITHOUT THE r=XPFZ55 WRITTEN fASGIA: IXb SMART TRIM INSULATED OVERI-~AD DOOR 3050 5050 3050 CONSENT OF DAVIDSON PHILLIPS INC. MICA4 RETAINS THE COMMON LAW COPYRIGHT TO THIS MATERIAL (WOOD SIDING 30 YR. LIFE ) PORCH COLUMNS: NA ~ SOFFIT: SMART TRIM VENTED 303b 3036 ~ z (WOOD 51DING 30 YR. LIFE) RIDGE VENT: CONTINUOUS - $ ~ p, r o DATE: 6/13/0-1 z d RI CORNER TRIM: IXb SMART TRIM PER ELEVATION WINDOW TRIM: IXb SMART TRIM PER ELEVATION I 1 (WOOD SIDING 30 YR. LIFE) RE\/15ED: J GROWN MOLDING: LINEAR MOULDING MODEL ~ 6528 PER ELEV. WINDOW TRIM: IXb SMART TRIM PER ELEVATION _ (WOOD 51DING 30 YR. LIfE) GARAGE DOOR IX6 SMART 1RIM PER ELEVATION HEAD 1RIM: ~ ~ 51 LOW E GLASS SHEET # 2-2 _ - d' Ln ti.+ d, N i 00 N N d^. v %i. i.. H ?n i> O ~ N dm" i. v~ ~y p /z H vD ~ i H INSULATION PER MEG REPORT z co 518 DRYWALL OVER WOOD TRU55E5 AT 24" o.G. STAIR DATA a e INSU-ATION PER MEG REPORT N O d' I. MINIMUM TREAD DEPTH = 10' CEILING HGT, O 2 MINI T I° MUM N051NG PROJEG ION " 3. MAXIMUM RISER HEIGHT: 7-3/4 06 ~y 4. MAXIMUM VARIANCE IN RISER HEEGHT: 3l8" 518" DRYWALL OVER N 5. MINIMUM HEADROOM HEIGHT AT STAIR ANGLE: b'-8" WODD TRU55E5 AT 24u OIG MASTER BEDROOM b. MINIMUM /MAXIMUM HANDRAIL HEIGHT: 30'/34" d4' e-+ ~ 1. MINIMUM GUARDRAIL HEIGhIT: 3b" 8. MAXIMUM BALUSTER SPACING (CLEAR OP6 4' SECOND FLOOR HGT. Q. MINIMUM STAIR WIDTH EXCLUDING WALL HANDRAIL: 3'-0' r~% " z 0 Q x N „s, 112" DRYWALL OVER s -~y y 2X STUDS AT Ib° 0/G SEE EXTERIOR ELEVATIONS _EVATION5 z FOR FINI5HE5 J ~ ~ ~ ~ ~ 1/2" DRYWALL OVER ~ ~ 2X4 5TUD5 ®Ib O.G. w INSULATION PER MEG REPORT ~ % 1/Ib" 05B SHEATHING liNG ~ 2X8 RIDGE BRD. WI 2X6 RAFTERS ®24' O.G. y 3l4" SUB-FLOORING OVER FLOOR JOIST N , ~ / ' / PLYWOOD SHEATHING J ~ 4 s ~ W iii/ ,i~ rr~~~~ Q 3/4" 5U8-FLOOR TAG SCREWED AND FOAMED " GABLE TRU55 5/8 DRYWALL OVER FINISH FLOOR U ~ FLOOR JOIST SEE FLOOR BAND BOARD INSULATION PLAN FOR J015T SIZE AND 1YPE 3UTATION ~ PER MEG REPORT WOOD TRU55E5 r ~ O ~ ~ 24" O.G. CEILING HGT. H z ~ it a " ~ I/2" DRYWALL OVER 5J6 DRYWALL OVER FLOOR JOISTS 2X4 STUDS ®Ib" O.G. I~ I ~ 5EE FLOOR J015T DRAWIN65 FOR 51ZE AND SPACING 3/4" SUBFLOORIN6 y P4 Z o OVER FLOOR J015T _ , (2) IOD NAILS ~ EA. JOIST K f I/4 I -0 SAME A5 ABOVE P4 Lu 4 ~ ; / / I/2 DRYWALL OVER 00 n 2X STUDS AT Ib O1G FAMILY ROOM w z I/2" DIA. ANCHOR BOLTS W/ ~ 1" MIN. EMBEDMENT j ~ T5 SHALL BE b'-0" OlG MAX. GRADE VARIES ~ AND 12' FROM CORNERS MAX, 0 ~ ti. ks) m SHIM TIGHT TO GONG WALL " WOOD P05T SEE PLAN AT TOP OF WALL ; III=1 = I hI ~ ,=I I h I - T,~ 3"I/2 GONG SLAB OVER r : I ~ I= i = 8" POURED GONG. WALL W/ 4 GRAVEL FILL AND INSULATION PER MEG REPORT ^ . - I-III--I I TUFF-N-DRY INSULATION BOARD HALL W ILA ON BOARD r b MIL. VAPOR BARRIER - ! I~ I ~-:FULL HEIGHT WOOD RANG AND 6 MIL POLYETHYLENE ~ I I I= 1=III-III-I 1I- . SPINDALS VAPOR BARRIER CAPE " ~ i = ~ (ITT= IT=ITI=1 ~ , Z - Q JOINTS OR OVERLAP b" ~ I-I ~ I_ - I h -I , F- m ~ in ~ 11=11=111~II~IHTI- ~ SPINDALS ®4 O.G. I "GONG SLAB OVER = = . I= 3 l2 " , III III I ~lil„III r 4 MIN GRAVEL I . ~ WEEP NOLE ®48" O.G. PLACE ON NATURAL III = I I -~iii i i UNDISTURBED 501E I=: I_ I =III=I ~ 314' SUB-FLOOR'G FINISH FLOOR ':ti - - - • fV COPYRIGHT 2007 4~ ALL DRAWING AND WRITTEN MATH2IAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNFlJBLISIED WORK OF OAAPSON PHILLIPS INC. THE SAME MAY d' ~ NOT BE COPIED U5ED DISCLOSW OR G01,1516NE0 TO A THIRD PARTY WITHOUT THE Ew°RE55 W2ITTFN CONSENT OF DAVIDSON PHILLIPS INC. MICH RETAINS " 31/2 GONG SLAB OVER 1/2"~ EXP. BOLT ®48" O.G. THE GOMMON LAW COPYRIGHT TO THIS MATERIAL L 4" GRAVEL FILL AND ~ 3/4" GRAVEL b MIL, VAPOR BARRIER , 3" DIA. PLASTIC DRAIN TILE 8" X Ib" GONG. FOOTER • ~ PLACE WITH HOLES ON BOTTOM ITER DATE: 6/13/0-7 I/2" DRYWALL OVER CONNECT TD SELF CONTAINED WOOD FLOOR J015T SUMP PUMP OR GRAVITY DRAIN REVI5ED: f SHEET # 3-1 SHINGLES PER ELEV. OVER d' #15 FELT PAPER OVER d- N 1/Ib" 05B I^U CLIPS A5 REQ'D 06 N N I'-0" q FASCIA BOARD PER ELEV, INSULATION PER MEG REPORT qty 5" ALUM 6UTTER v J ~ ARP PER ELEV. CEILING HGT. M GUTTER W Ln G>~ N 5I8' DRYWALL OVER WOOp TRU55E5 AT 24' 0/G .d VENTED 50FFIT PER ELEV. ::FIT PER ELEV. - METAL TIE D01^WS AS REQ'D ~i 0 ~ V] H 1/2' DRYWALL OVER z cn r~ z 2X 5TUD5 AT I b' OlG d 5EE EXTERIOR ELEVATIONS FOR FINISHES OR ELEVATIONS N OU Q w Mi°'h OI a INSULATION PER MEG REPORT N 1/Ib" 05B SHEATHING cq N HEAT -11% rj N W z 0 x 3l4" SUB-FLOOR TdG SCREWED AND FOAMED FINISH FLOOR BAND BOARD INSULATION V INSULATION PER MEG REPORT CEILING HGT, :PORT 5l8' DRYWALI.OVER FLOOR J015T5 SHINGLES PER ELEV, OVER SEE FLOOR J015T DRAWINGS X15 FEL1 PAPER OVER FOR 51ZE AND SPACING 1/Ib" 05B W! CLIPS A5 REQ'D O N I'-0" SAME A5 ABOVE BOVE I/2' DRYWALL OVER LU FASCIA BOARD PER ELEV. z 2X 5TUD5 AT Ib" 0/G INSULATION PER MEG REPORT AND 5" ALUM GUTTER J Q . ~ CEILING HGT, ~ O w INSULATION PER MEG REPORT Zoo 5/8" DRYWALL OVER VENTEq 50FFIT PER ELEV. WOOD TRU55E5 AT 24 OIG H Z W ~ LL] H ~ 4 o 3/4" 5UB-FLOOR TdG SCREWED AND FOAMED FINISH FLOOR BAND BOARD INSULATION oa Q ZP INSULATION K N PER MEG REPORT z EPORT OQ 0 g TOP OF FDN, ' a ~ SEE FLOOR JOIST DRAWINGS w FOR 51ZE AND SPACING e--i ~ . GRADE VARIES DIES 1/2" DRYWALL DYER „ 2X 5TUD5 AT I b° OlG I/2 DIA. ANCHOR BOL75 WI _ _ i° MIN, EMBEDMENT ~I I ICI I I^I I ICI 11=1 f hI I I I I 1=1 h T5 SHALL BE b'-0" o/G MAx. I I~ I I~ 1 I~ I f~ I f~ I I~ I I~ 11= 11= ~ SEE EXTERIOR ELEVATIONS AND 12" FROM CORNERS MAX. I I ICI ~I I I~1I=-III^ =III=~ FOR FINISH : I I~ I I~ I i. I i~ f 1=1 11_I 11_-1 ~ Il~f ' • ~ I I I~ I I ICI I I_I I I_I I I_I I hI 1I- I11= N 8 POURED GONG, WALL ?^V I I~ ~ ICI ~ I=I ~ I~ 11_-1 ~ I~ ~ I~ z TUFF-N-DRY INSULATION BOARD III=III=~1(I; 1 ~ 1~-= ~ ~ ~ ~ I ~ FUl1 HEIGHT ; ~ I-1 I~ ~~I ~ I: A. o -I I I~ I I=1 F01-I.OW 0.5,HA, 2" I HOR T5 w PROVIDE BOND BREAKER ± ; ~ I~ N I-) I I: RECOMMENDATIONS I/ D A. ANG BOL ?^V d BETWEEN WALL AND -I 11- I I~i FOR SLOPE WHEN TION5 Z 1 MIN. EMBEDMENT BOOR STAB ' t ' I I-1 ~ I=f I I UNSTABLE GROUND NEN FUND I- FINISH FLOOR , ; 11=111-' 15 ENCOUNTERED EP o " AND 12' FROM CORNERS MAX, b MIL POLYETHYLENE _ 4 GONG SLAB OVER z . ' I I~ ~ I. ~ 1-_--! 4' GRAVEL FILL g ~r VAPOR BARRIER TAPE I ~ 1=-I 11=1 ~ (=1 ~ 1=I ~ h JOINTS OR OVERLAP b ; 111 ~ ~ 11=~-= ~ ~ TOP OF FLR. 3 I/2 GONG SLAB OVER . ~ : (I~ ~ 1 2 WPfRI6HT 2007 4" MIN GRAVEL III- i ;WEEP HOLE ®4B" O.G. PLACE DN NATURAL I I ~ I=1 I I~ ITT ~ On O.G. ALL DRAWIN6 AND W .I TEN MATERIAL APME NO HEREIN GON511TUTE THE ORIGINAL AND UNPUBLI5HED WORK OF DAVID50N PHILLIPS INC. THE 5AME MAY UNDI5IURBED 501E - - _ - NOT BE COPIED U5EO DISCLOSED OR CON516NED TO A THIRD PARTY WTMOUT THE EXPRE55 VIRITTEN Ca45ENT OF DAVIPWN PHILLIP5 INC. WHICH RETAINS FINISH FLOOR z i _ N THE COMMON LAW COPYRIGHT TO T14I5 MATERIAL ~ p I I_I I I=f l 1.-I ~ hI I I _ ~ - _ . ~ : , ~ _ 8 POURED GONG, WALL ~ ~ = IT I I III` 4 , !I-=111=111=111~11~ DATE: 6/13/0-1 m 3/4" GRAVEL :AVEL REVI5ED: 3" DIA, PLASTIC DRAIN TILE 8" X Ib" GONG. FOOTER .FOOTER TOP OF FTR, PLACE WITH HOLES ON BOTTDM CONNECT TO SELF CONTAINED SUMP PUMP OR 6RAYITY DRAIN 8" X I b' GONG, FOOTER SHEET # iI-0u 3-2 In N 00 N N v O ~ N 0 H Mr°'1 N U O RGO b02.105 06 MINIMUM LENGTH OF BRACED WALL PANEL N 8-FOOT WALL 9-FOOT WAIT. 10-FOOT WALL MAX, OPNG, HGT, NEXT TO THE BRACED WALL HEIGHT H 48" 54" 60" - ~100~ 32' _m 85~ 24' 21" 30" b5;5 z 0 PER APA "NARROW WALL BRACING" x MINIMUM LENGTH OF BRACED WALL PANEL 8-FOOT WALL 9-FOOT WAIL _ 10-F_OOT_WALL_ Ib' 18' 20' 0 EMENT OF HEADER (1N'D BMCEB WALL SEGMENTS) MIN. 3" X 11 1/4" NET HEADER EXIENf OF IEMER (DNE BRACED WALL SEGMENT) N 2' TD ]8' (FINISHED WID1H) FASTEN SHEATHING TO HEADER WITH 8d COI~ritON NAILS IN 3" GRID W PATTERN AS SHOWN AND 3" O,C. IN A F T D AN IL S ~ ' ' r ~1. SHEEATHING FILLER IF NEEDED LL RAMING (SUS D S L) .i. • . R.` i ii • • .h rr77,, Q (TYP°) I I I r I qr r 1 I I:. , . , , rrW ~ 1000 LB. HEADER-TO-JACK-STUD t li ii I'j STRAP ON BOTH SIDES OF OPENING .t.` TQP PLATE i I.I._, is a. 161d SINKER NAILS IN 2 ROWS @ 3" @ 3" :I i CONTINUITY IS i i i ' D.~C. (TYP.)(INSTALL ON BACKSIDE AS ,I ~ REQUIRED PER a Ir ~ 4iB SHOWN ON SIDE ELEVATION, REF, •LI r•)~ 8602:3.2 Ii ii i~ I ;:~v 100 LB. HEADER-TO-JACK-STUD N0, LSTA24) ~ri• i i i i !J~~ f ~ STIRAP ON BOTH SIDES OF OPENING D H ING LU .1•I ~.j: i i t I:. a!I - .i. REF A 4 i.` i.j: I I i i I ( NO LST 2 ) i:~. i i i i ,i ~ ' f:i: MIN. (2) 2" X 4" (IYP.) , ~ I j. BRACED WALL i i i i' .j: :i. SEGMENT PER .:i i 8602.14.5 i i _i i- :i!i je~. i i ii •,i~ .lj ~;.I. II ,I: qq p a o I I I_ I i I Ir 11 t~:iB w ,I. , I I , 1.5 ~ I 1.') I I I C ~'rB~ 00 'il I)' '11 it Ij .1.1 I!~• :f I I I: :1lI Q LU II LI II IJ rrI -:.L+,;A{~ IF PANEL SPLICE IS NEEDED IT I I i i rl SHALL OCCUR WITHIN 24" OF •t•I irl• I I t l •I•I "LIi• MID-HEIGHT. BLOCKING IS NOT ~ ~•f• i i i i !j'i REQUIRED, •id i•~• i i i i 'j~i i! 1 1 I -i l i 1 1. - .U N0. OF JACK STUDS PER TABLE 'ii I"~ ii ii 'Ii t~~' 8502.5(1&2) '~'I {'i' i i i i !i!~ ' 'i I I'I' i i i i .I•I .i 'I'I I'~' i i i i ~i'~ i'~` 3/B" MIN. THICKNESS WODD :.I i•i• t I I H- :pl rl. STIRUCTURAL PANEL SHEATHING 1= MIN. WIDTH BASED ON 6~1 :.i ii. ii ii :i ~ HEIGHT-TO-WIDTH RATIO: FOR I ii ii GYPSUM WALL BOARD INSTALLED IN EXAMPLE: 1 " MIN, F R 'HEIGHT I II L r ;;I > I1. 6 0 B I t I r I I O z ACCORDANCE WITH IRC CHAPTER 7 II '"I II II I~ .LI Id• I I I I .bl p.1 (INTERIOR) I I I II I I I I 1 I I;F)~ O 16d NAIL AT 12" O.C. a , . ~ , ~ W ; , MTN, 2"X2"X3/16" PLATE ORIENTATION OF CORNER STUD WASHER MAY VARY COPYRIGHT 2007 ANCHOR BOLT PER OUTSIDE ELEVATION 8403.1.6 (rYP,) SIDE ELEVATION ALL PRAWNS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPLUL15 W WORK OF OAVI05ON PHILLIPS ING, THE 5AI~IE MAY 8d NAIL AT 6" O,C. ALL FRAMING NOT 6E COPIEo U5E0 DISGL05E0 OR CONSIGNED TO A THIRD PARTY WITHOUT THE EXPRE55 VRITTEN CX)N5ENT OF DAVID5ON PHIWPS ING, MtCH RETAINS MEMBERS AT PANEL EDGE5 AND 12" FOUNDATION PER CODE o.c. ON ALL FRAMING MEMBERS (TYP,) IMPORTANT CODE REQUIREMENT: T14E COMMON LAW COPYRIGHT TO 71415 MATERIAL ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD NOT AT PANEL EDGES (NP.) IMPORTANT CODE REQUIREMENT: OR OSB EXTERIOR WALLS, PER IRC 8602.10,5, ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD OR OSB EXTERIOR WALLS, PER IRC 8602.10.5. DATE: 6/13/0-1 REVI5ED: EXAMPLE OF OUTSIDE CORNER DETAIL APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS B A PER IRC 8602.10.5 (DETAIL 1 OF 3) SHEET # 3-3 PL~NN I N~ 4, All concrete work shall comply with: R00~ G0N5TI~UGTI0N a, AGI 301-84 Specifications for Structural Concrete for Buildings" I. All interior and exterior stairways shall be provided with a means to (revised 1481) I. Trusses shall be pre-engineered by the manufacturer, all truss data and Illuminate the stair, Including the landing and the treads. b. AGI 318-83 Building Gode Requirements for Reinforced Concrete" layout sheets shall be provided prior to framing Inspection. ~n d- (revised 1486) N 2. Gelling heights in basments without habitable spaces shall not be less than 1 2. Rafters shall be Walled to telling Joists to form a continuous tie between feet O inches clear except for under beams, girders, ducts or other 5. All Footings shall be as Follows: (based on 1500 psi soil bearing) exterior walls where Joists are parallel to the rafters. Where not parallel, 00 N obstructions where the clear height shall be b feet 8 Inches. nominal wall thickness -footing depth -footing width rafters shall be teed with a rafter tie, located as near the plate as N 8" 8" Ib" practical. Rafter ties shall be spaced not more than 4 feet on center, d 3. Garage floor surfaces shall be sloped to facilitate the movement of liquids 10 8 18 Rafters shall be framed to ridge board or to each other with a gusset plate toward the main vehicle entry. 12" 8" 20" as a tie. r ^ r v ~ v 4. The dimensions of a window well serving an E.E.O. window shall provide a min. b, Masonry fireplace footings shall be a pad type footing which shall extend b 3. Ridge board shall be at least I" nominal thickness and not less In depth than net clear area of 4 square feet with a minimum horizontal protection and (mint past all faces of the fireplace Foundation and shall be 12" (mint deep, the cut end of the rafter, At all valleys and hips there shall be a valley or width of 36 inches. hip rafter not less than 2" nominal thickness and not less in depth than the w r 1. Footings shall extend below the Frost line of the Local Governing minimum cut end of the rafter. Hip and valley raFters shall be su ported at the ridge O ~ M 5. Hazardous glazing shall be located In the Following locations; in all doors accepted frost depth. (see delsgn criteria this sheet) by a brace to a load bearing partition or be designed o carry and Including sliding glass doors and sidel( hts; glazing in doors and enclosures distribute the specific load at that point. for hot tubs, whirlpools, bathtubs and s owers; glazing In walls above bath 8. i^oundatlon anchorage shall be min, I/2" diameter bolts and shall extend a tubs or within a 24" arc of a door in a closed position or otherwise noted on minimum 7" Into poured concrete and 15" into masonry, Bolts shall be Spaced 4. RooF assembles shall have rafter or truss tees provided at load bearing Q these plans. b -D on center max. And 12 from corners max, locations. 6. Openings between the garage and the residence shall be equlped with 9. Approved anchor straps shall be installed per manufacturers 5, Roof sheathing shall be supported with blocking or edge clips when rafters either solid wood doors 13/4 Inches In thickness or 20-minute fire-rated recommendations. or trusses are 24 on center or greater. doors. z to 'a 10. BackFlll shall not be placed against the wall until the wall has suFFicient b, Slopes less than four in twelve shingles shall be installed over (2) layers of H 1. Every sleeping room shall have at least one operable window or exterior strength and has been anchored to the floor above, or has been sufficiently #15 felt a plied parallel to eaves with IQ" top lap and 12" end lap, with end door approved for emergency escape or rescue with a min, Net clear braced to prevent damage by the backfill. laps Iota ed at least b feet from end laps in preceding coarse. opening hgt. Of 241nches and a width of 20 inches, C~ o o N II. All surfaces of steel columns shall be given a shop coat of rust 1. RooF sheathing shall be I/2" plywood or 1/Ib" 05B exterior grade. Provide 0 8. A minimum 3' x 3' landing shall be provided at all exterior doors with (3) or -Inhibitive paint unless treated to provide corrosion resistance. plywood clips at unsupported edges midway between members. N more risers. 12. Growl space shall be provided with continuously operated mechanical 8. Trusses shall be designed by a Structural Engineer registered In the State d^. 4. The maximum riser height shall be 1 3/4" and the minlmum tread depth shall ventilation at a rate of L0 cfm per 50 sq. Ft. Of crawl Space minimum with of Ohio. trusses shall be designed in accordance with the National Des?gn r be 10" with a nosing of not less than 3/4" but not more than I I/4" at stairs approved vapor barrier over base coarse. Specification For wood and the Truss Plate Institute Recommended Practice f noted otherwise on ions. of Desi n TPI-85, Roof trusses shall be deli Wed for the followi loads: with solid risers un ess p 13. All anchor bolts shall conform to ASTM A301. g g ~ W z 10. The greatest riser height and tread depth within anus fl(ght of stairs shall not Top chord live load = 25 psF. exceed the smallest one by more than 3/8 14. All reinforcing steel shall be grade b0. Top chord dead load = 10 psi. 0 Bottom chord live load = 20 psf. x ll. Winder stair treads at a point not more than 12" from the side where the 15. Center footings on column centerlines. Bottom chord dead load = 10 psf. treads are narrower shall not be less than 4" and the minimum depth of any Total load = 65 psf, tread shall not be less than b" Ib. Encase elf steel columns, bearing plates, and anchor bolts below grade with a minimum 3 concrete cover. 12. Enclosed accessible space under stairs shall have u~alls, under stair surfaces and an soffits rotected with I/2' sum board. ~ I REPL,4GE5 y p gyP 13. Handrails shall be provided at all stairs with (3) or amore risers. Handrails I Chimneys shall extend a minimum of 2 feet higher than any portion of the shall have a minimum hgt. OF 34" and a maximum hgt, OF 38" from the nosing building within 10 feet but shall not be less than 3 Feet above the point where of the treads. the chimney passes through the roof. 1=L00R CONSTRUCTION 14, Handrails shall have a circular cross section with a diameter of I I/4" to 2", 2. A ortlon of p chimney located in the interior of the building or within the 0 N Or anon-circular cross section with a perimeter dirr~enslon of at least 4" but I. Joists under parallel load bearing partitions shall be doubled or a beam of ex erlor wall of the building shall have a minimum a(r space clearance to not more than b I/4' and a largest cross-section dlunensfon not exceeding adequate size to support the load shall be provided, combustibles of 2 . 2 I/4 . 2. The ends of each Joist, beam, or girder shall have a minlmum of I Yz" of 3, Chimneys located entirely outside the exterior walls of the building, Including 15. Porches, balconies or raised floor surfaces located more than 30" above load bearing on wood or metal and a minlmum of 3" on masonry or concrete. chimneys that pass through the soffit or cornice, shall have a minimum air J the floor or grade shall have guardrails not less than 3b In hgt, Open sides space clearance of I the a(rspace shall not be filled, except to provide W of stairs w(th a total rise of more than 30" above the floor shall have 3, Pre-engineered floor Joists, and or trusses shall be engineered b the fire blocking guardrails not less than 34" (n hgt. from the nosing of the star, manufacturer. engineered data sheets shall be provided prior to raming r7~ Q Inspection, 4, Hearth extensions shall extend a minimum of Ib" In front of, and a minimum of W ~ Ib. Re ulred guardrails shall have Intermediate rails or ornamental closures 8", beyond each side of the fireplace opening less than b sgaure Feet and U ~ whit do not allow the passage of a 4 sphere. The triangular opening 4. Drilling and notching of pre-engineered floors shall be done per 20 and 12 respectivly for b square feet or larger. formed by the riser, tread, and bottom rail shall not allow the passage of a manufacturers recommendations, b sphere. 5. Wood or combustible materials shall not be placed within 2 of the outside 5. Sub flooring shall be 3/4" tongue and groove (T ~ G) exterior grade, front, back, or side surface of a masonry fireplace, including the smoke 11. Required smoke detectors shall be hardwired and interconnected with a chamber, and not less than b from the Inside surface of the nearest flue battery back- up, In rooms with cathedral or sloped ceil(ngs the location of 6. Draftstopping shall be provided as required when there is a usable space 1lning. w W Z the smoke detector shall be 3 horizontally from they highest point or per the above and below the concealed space of a floor/ceiling assembly. manufacturers recommendations, 6. f=actory built fireplaces shall be installed In accordance with the manufactures recommendations and a copy shall be provided prior to 18. House address numbers shall be ooted 4 inches fn hel ht and visible from WALL G0N5TRUGTI ON p g inspection. the curb line 1. Factor built or masonry fireplaces shall be provided with an exterior air 19. foam plastic shall be separated from the interior oaf the building a minimum I. All structural members shall be fastened in accordance with cha ter b of the Supply o assure proper fuel combustion, i/2" gypsum board. The gypsum board shall be Installled using a met anlcal bull I d p system. d ng co a In affect. 20. Wall and telling finishes shall have a flame spread imdex of not greater than 2. Engineered data sheets for built-up beams shall be provided prior to H~~T I NC ~ COOL I N~ Q 200 framing Inspection. 21. All ex osed insulation materials Installed in floor, roof, and wall assemblies; 3. All headers in exterior walls to be (2) 2x8 U.N.O.On plans, I, All HVAG work shall be installed in accordance with the Residential Gode of p Ohio in effect In this Jurisdiction, crawl spaces and attics, shall have a flame spread Index not to exceed 25 4. Fire block( shall be rovided to cut off all concealed draft o enln s oth with an accompanying smoke developed Index not tc, exceed 450 when ~ P p g ro 1 an vertical and horizontal) to form an effective fire barrier between stories, 2. When heating and cooling equipment is located in an a upment room, tested in accordance with ASTT1 E 84. and b t unobstructed working space not less than 30 inches wi a and not less e ween a top story and the roof space. 22. Moisture va or retarder shall be rovlded in all frame walls with a max, than 30 Inches high shall be provided along the control side of the p p 5. All wall and wind shear bracin shall be accom 1lshed b sheathin the entire equipment when the door of the equipment room Is open. Perm rating of I.0 on the warm In winter side of the thermal insulation. 9 p 9 9 house in 1/Ib osb. 8d Halls at b on center at panel edges. 8d nails at 12 on center at panel Intermediates, panels to be nailed to sill plate. 3. Fuel burning heating and cooling equipment shall be provide with a volume of 23, Sills and sleepers on a concrete or masonry slab which is in direct contact 50 cubic ft. per 1000 Btu/h. or an air supply shall be provided to assure with the ground shall be preservatively treated or decay resistant b, Masonry veneer shall be anchored to the supporting wall with corrosion proper fuel combustion, heartwood of redwood, black locust, or cedars. resistant metal ties, 0 z 4. An approved drain shall be provided to d(spose of condensate from the 24. Wood columns shall be approved wood of natural decay resistance or 1. Each tie shall be spaced not more than 32" an center horizontally and shall cooling coil. condensate dra(ns shall terminate outside of the building, or to a 0 approved pressure preservatively treated wood. support not more than 2 2/3 sq. Ft, Of wall area, Floor drain, plumb(ng fixture, sump or approved location. 25. Protection against radon shall be installed as required per local Jurisdiction. 8. The veneer shall be separated from the sheathing by an air space of a 26. The maximlum len th of a 4" diameter clothes dr er exhaust duct shall not minlmum of I" but not more than 4 I/2" COPYRIGHT 2001 ALL PRAV41,16 AND WRITTEN MATERIAL APPEARING g y EL~GTRIGI~L exceed 25 feet from the dryer location to wall or roof termination. q, Flashing shall be located beneath the first coarse of masonry above finished HEREIN C4115TITUTE THE ORIGINAL AND UNPUBLISH® WORK OF PAVIPWN PHILLIPS INC. THE SAME MAY NOT BE COPIED U5EO O15CL.O5E0 OR C014516NED ground level above the foundation wall or slab, and at other points of i, All electrical shall be Installed fn accordance with the N.E.G. in affect in this TO A THIRD PARTY WITHOUT THE EXPRL55 WRITTEN CONSENT OF OAAP50H PHILLIPS INC. WHICH RETAINS THE COMMON LAW COPYRGHT TO THI5 MATERIAL support. Jurisdiction. ~0UND~TI0N5 ~ G0NG1~~T~ 10, Weep holes shall be provided In the outside wythe of masonry walls at a 2. A minlmum of one 20-ampere laundry branch circuit shall be provided to I. The assumed loll bearing capacity shall be 1,500 psf U.N.O. max, spacing of 33" on center. Weep holes shall be a min. of 3/Ib"" in sup ly the laundry receptacle outlet(s). This circuit shall have no other DATE: 6113101 diameter located immediately above the flashing. out ets. 2. The finished grade shall fall a minlmum of b" in the first 10 feet from bulling REVISED: perimeter, II. Wall studs shall be 2x4's a Ib" c% or 2xb's C~ Ib" c/c/ and shall be one 3. All dwelling unit bedroom(s) branch circuits shall be protected by an arc-fault piece full height. Provide a minimum of 2 studs at each side of all openings circuit Interupter providing protection to the entire circuit. 3. All concrete shall have a minimum 28 day compressive strength of 3000 psi through all walls unless noted otherwise. except as noted, Concrete exposed to the weather and in a horizontal position fn the final structure shall have a minlmum 28 day compressive strength of 4500 psi and shall contain SAS - 1A5 entrained air, Concrete shall not contain calcium chloride. Basement slabs shall be a minimum 3 I/2", SHEET # Porches, steps and garage floor slabs shall be a minimum 4". 4-1 d- Ln dt N 00 jAG LOG,j N N I I 2Q, Q AM ,CONNE~"f~D LQA~ X7.6 K.W, ..198,33 AMP ~ ----1" F'."`~.'' I' . SEVIGE PANEL t~1~S °1TEMS K,W..B,K.R C,C,T:`I B.F~,R. ~K.W:,~ ITEMS hlU,S. 8~'RANGE'} , i9 60 ~2/4Q ~ ~ ` . 4 ~ 8 ...~,___~____~____~_T.._ _.~..T. 1 2.2' 0 ..8,00 IAIR GGhO _ I-+ Ln W N - .~_..r 3 ~ ~ - '1.O DRYER 4:90 ~2J30 ~ 5 61120 1,00 MICRQWAVE 12 ' - ~ u $1120 ` 1.00 H _ ~ W .IPLPrDOL ~ 12 X12 REE'RIGERATOR ,~,q0_ 1r20 9 101120 0.80 ,1~4iTGHEN #1 1 12 @Ij p ! 12'KITCHEN # 2 A.80' I / _ I. ,.__.,_-.._._---~_,_...-~:__1 24 ~ 11 ~2~1120 ;1,40 iD1NING 12 H ~ ~ 12:WASHER ,1,00 112, { 13411 0 } 00 i . ~ R I ~ ~ 1 1 2. 1. F~ AMI~tY M 12 x ~ H <.1'4.STUDY'y ~ 0.8R T115 i 15 1.61115 0.40 G{~0 #:1 z co ~i4'~GOQr#2~. ~p.40' 1115 ,1.7~ . .1;5 - 18.1.1 ,1.00 ~lS~WASHER 14 a 12 BATH GF1 -~...Q,B~ ,1120 19 20111.5 '0 50 ~OISPOSAi: 14 -..'.~.rr...-~..,~ o ~ -14'FURNAC ' _ ~ ; i' ~ 0.50_ x/15 , , 2],,22;:31:15.. 1.50. SUMP = 14 N u 0 1a LTG It.80;` t(t5 `132 2411115 -.!1 50 LTG ~ 14 06 _ 0 ,1115.25 26.1115.,._,___._,____,1.00 IGFf BASE:. 14 N 14SMOK~~,gET _ ,0,50 1115; 27 2$ 1115 ~t.00 LTG ' : 14 4 ~ ~ i- ~ - 1~,l,TG ~ 0.50, E1115 ` a 29 301115 '1.50 LTG y_. µ14 r - - -•T----! ~ 12~8ASEMENT 1,80 .1J20 31 32!1115 1.5(1 ~L7G $ASE T~1d SPARE z ~ 33.34r JSPARE - - - 0 SPARE ~ . ~ _ 35 36' 1 IS.PARE x ~ - SPARE - 1 2668 37 3$ ' - '`5PARE I ~ ~ ~i~ ' SPARE' 39 40. !SPARE - - s _ . i v" ~ Pc 0 N FD WH FURN W Pc O U Z z P4 C) ~ O Pc 200 A1~P, METER ENGI.OSURE °O o Q w 2" PVG (SGN 80) SUMP PUMP 3 RUNS 4/0 #4 BARE COPPER ~ XHHN ALUM. TO WATERPIPE 2'112" PJG RISER (SGN. 80 ) 0 GRADE z l.YJ3C: TO POWER O SUPPLY #6 BARE COPPER COPYRIGHT 2001 ALL DRAWING AND WRITTEK MATERIAL APPEARING HEREIN WN5TTTUTE THE OR151NAL AND UNFVGLI51fD TO GROUND ROD 200 AMP ' WORK OF DAVID50N PHILLIP5 INC. THE 5AME MAY NOT BE COPIED U5ED D15G4-05W OR CON515PEO TO A THIRD PARTY WITHOUT THE FWRE55 WRITTEN MAIN BREAKER ; PANEL CONSENT OF DAVIDSON PHILIJPS INC. WHICH RETAINS THE COMMON LAW GOPYR15HT TO 71415 MATERIAL DATE: 6/13/O~ F REVI5ED: NO SCALE I/4" = I'-0" c SHEET # E-1 urn It N 00 N N / 1 I u ELECTRICAL NOTES; I I H Ln I ~ T TS TO HAVE ARG-FAULT CIRCUIT I I. ALL BEDROOM OU LE I I INTERRUPTERS. I 1 O ~ N I 1 B 2. ALL OUTLETS WITHIN b' OF SINKS, IN THE 6ARA6E,BASEMENT, AND ON THE EXTERIOR SHALL BE G.F.I. PROTECTED I ~ I I p 3. ELECTRICAL REGEPTAGLES SHALL BE INSTALLED ALONG THE I WAIL 50 THAT NO POINT 15 MORE THAN bb° FROM AN OUTLET I ON ANY WALL 2 -0 OR MORE IN LENGTH, AND AT EACH I \ KITCHEN COUNTER THAT 1512" OR WIDER, PER NEG. 21052 I p0 GREAT ROOM I 4. A MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED 50LEY TD SUPPLY I 1 I 1 THE LAUNDRY REGEPIAGLES PER NEG. 210,11(GX2) I 1 0a o N U 5, PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF mWELLIN6 PER NEG. 21052 ~ _ _ _ _ _ FAMILYROOM I i I b. PROVIDE ONE RECEPTACLE WITHIN 25-0 OF ALL HVAG UNITS PER NEG. 210.63 I i N N I / I I o o / I c-+ / --I ~ I ~ / I ~ I I I / I I z I ~ KITCHEN 1 \ I o 0 1 ~ x SYMBOL LBGEND ~ Ilov DUAL OUTLET • _ ~ I 1 - ~ + I IIOv SWITCHED OUTLET I I I / I ~ IIOv WEATHERPROOF OUTLET I ._~i ~i ( - - / I IIOv GROUND FAULT INTERRUPT OUTLET 1 i ~ I I / •I 22ov \ ~ \ II I I 220v RECEPTACLE ~-__u I I 0 i II I i~ LIGHT SWITCH ~ KITCHENETTE / ifl~ (3) WAY LIGHT SWITCH r I ~ BUTLER P. I a I/2 BAS I H ~ (4) WAY LIGHT SWITCH ~ _ ~ / I F '`~'~n LAUNDRY / a Us SMOKE DETECTOR ~ \ / \ I ~ ~1 I ~ ~ / I W o i - rr1~ _ I I CEILING LIGHT I - ~ I WALL MOJNT LIGHT I - I I I ~ CEILING LIGHT -PULL CHAIN ~ ~ / / \ c REGE55ED GAN LIGHT ~ / I I I I 1 z w Q w o / ~ ( ~ II I ~ EXHAUST >:AN/LIGHT COMBO / 1 I P1~DR I I I I p EXHAUST FAN / 1 1 , I ~ I \ 1~1 I P4 Z °o TELEPHONE OUTLET I ` % ® ~ FOYER I I I I O ® DISPOSAL I II p w I ~ I I 00 r~ p © GABLE OUTLET I 1 II _ I I I I I I DINING ROOM r-4 Q w TRACK LIGHT I -------I I ; ~ I I t7~- I II ® 200 AMP ELECTRIC SERVICE PANEL ~ ~ I ~ II 1 II GARAGE II ~ p4 ~ I I II GARAGE DOOR OPENER PRE-WIRE i DEN 1 0 I PORCH z F-- 0 / GOP(RIGNT 2001 / / ALL DRAWING AND WRITTEN MATERIAL APPEARING HEREIN GON5TTTVTE THE OR151NAL AND UNRIBL15HED / / NORK OF DA AP50N PHILLIPS INC. THE 5AME MAY NOT 8E GOPIW U5W 015GW5W OR CONSIGNED TO A THIRD PARTY WITHOUT THE EJ(PRE55 NRITTEN / GON5ENT OF DAVID50N PHILLIPS INC. WHICH RETAINS THE COMMON LAN COPTMOHT TO 71415 MATERIAL / / DATE: 6/13/O-7 REV15EP: SHEET # E-2 N i 00 N N H ~n W N ~o H ~ MASTER BEDROOM GREAT ROOM H o O ~ N U 00 N • e-~ ~ BEDROOM #4 O ~ f 1 ~ ~ / f / I G ~ ~ f II i~ I ~ ~ 1 II ~ - - 1 II Q ~ ! 1 it / ~ I 1 ~ ~ / i II I M, BATH . I I 1 ~ i 7~ ~ HALL ~ ~ Qp II ~ ~ 1 ~ ~ II - - - - - F p / ~ ` 1 ~ II ~ i 1 I ~ \ I O O c 1 N 1 BATH _ 1 i ~ ~ \ ~.LC. `~.~.C~ J ~ W rr77~~ Q % I F 1 0 U ~ / 5 H \ % / O ~~-ice ~~i p a o BEDROOM 2 FOYER BEDROOM #3 W 00 r~ p r-+ H W 0 z O J now GOPYM,5HT 2007 ALL DRAWING AND WRITTEN MATERIAL AF EARIN6 HEREIN GO%Tln)TE THE ORIGINAL AND UNPUBLISHED 1,40W OF DA'AVWN PHILLIP5 INC. THE SAME MAY NOT BE GOPIED U5W D1S`-W5W OR GONSISNED TO A THIRD PARTY WITHO" THE E%PPE55 WRITTEN GON5ENT OF 17AVID50N PHIWP5 INC. VVIGH RETAINS THE COMMON LAW GOPYRIGHT TO THIS MATERIAL DATE: 611310-1 REVI5ED: SHEET # E-3 e e fl-X ert framing Plan requires the Trus Joist Framer's Pocket Guide A comp) k P Iret Guide r Pro4uct Trademark Information Sea Trus Joist framer's Poc iq s ~ ~ Trus Saist rim board A3 HANGER LIST - ~impso~n Strong-Tie Company, InC.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Load bearipg or shear wall abaue (must stock over wall below) A3 H 1 1;3 IUT3~ 12 10-N 10 2^N 10 Blxking panel Rmi ~ ~ ~ , H2 1 tUTil 10-N 10 2-N 10 H3 1 HU5i.81/10 30-1Qd ~.0-lOd double shear Rm1 M H4 tTT3511.88 4-N 10 2-N 10 ?~-N 10 Hanger Note: rs re wired _ Web stiffer'e q each side at B1W JOIST AND BEAM LIST Bl B1W - A3 A3 A18 Plot ID Length Product Plies Qty A44 44 iD 0 11 7/8'" TJT 230 joist 1 ~ c~ A~2 42 (D d 11 7/$" TJT 230 joist 1 11 ,A24 N A28 28 O $ 11 7/$" TJT 230 joist 1 9 N A24 24 (D d 11 7/8" TJI 230 joist 1 4 4 A42 A22 22 (0 11 7/8" TJT 230 joist 1 17 A18 ~.8 t0 0 11 7/$" TJT 230 joist 1 10 ~ Bkl ~mi 8B0 _ - - - A8 $ 0 Q 11 7/8" TJT 230 joist 1 2 M1 ~0 t0 0 1 3/4" x 11 7/8" 1~9E Microllam LVL ~ 3 ~ - - 11 ~I I I M2 28 ip 0 1 3/4" x 11 7/8" 1~9E Microllam LV I~ B1 A3 III II III Ill f TS1 I.4 (p 0 1 3/4" x 11 ~'/8" 1,SE TimberStrand LSL 1 1 ad ram above - I III I ~ f l l ~l 782 $ 0 0 1 3/4" x 11 7/8" 1,5E TimberStrand LSL 1 1 N I III L,. III;I ' 4 II I11 ~ AccESSORIES LIST fib A3 2 I I III A44 I11 ' II III H1 III Rrri i 16 0 0 1" x 11 7/8" a-Rime Board 1 16 I III Pci 24 0 0 11 7/$" TJI 230 joist 1 1 _ x'51 _ I I, I rr..:.n:-. .:.-h~.-_rt rn-:.- Pct ~ 0 0 11 7/$" TJT 230 joist 1 1 r 1 III 2x4 minlmum III ~ I M Bk1 1 11 li 7/$" TJT 230 Blocking Panels ~ 1 s wash bloeks Rin1 ~ 1 ~ I 1 ~~I 9 III I~' .3 15/16 Bk1* 10 $ 11 7/$" TJT 230 Blocking Panes 1 69 Use ~x4 minimum squash blxks III Sh1 4 0? Q x 8 0 0 23/32" Panels (24" Span Rating) to t ansfer load around TSI' m IIl'~~I G5 r N A8 I ll N I I Bk*, Randorm length blocking panel cuts joist Q ~ I I ~ III I I I,I ~ III I ; Bk, Blocking Panels; Rm, Rim Board; Pc, Parallel Closure ~ ~ Ilf,,l 1 III _ _ _ _ III'I_ _ - RFn _ 13130 _ - - - - _ - - - - - I - _ r Rmi _ _ r Bk1 7 I I'I A3 ICI ~ cs I III III III II 11 III III III A2$ I I I I~~I I I CREATEp BY III III cs Powell Structural Systems III III 65 Glencroft Place l~l'd Centerville, QH 45458 937 414-0082 III 8k1 ~ Rml FAX: 937 291-2950 III a F II Rmi A3 CS ~ 5916" LEVEL NOTES File Name; K061907 Lot 71 Wedgewood Glen 2.~OB Level Name: Main floor Plotted: 6/20/ 2007 16:34 Design Status: Main flpor....,.....6/20/2007 16:30 Upper floor..,......G/20/2007 16:14 Rm1 Upper floor walls...G/20/2007 15:05 NOTE: Level design tirrtes indicated above provide A3 assurance fior proper I~vel stacking. Design M~thodpiogy: ASD I~.EMENT R~+~~11 ILI CIA Floor Area Loads Vary: 30 to 40psf Live Load ,and 12 to 12psf Dead Load 1 eat side , i l' TJI~ Iaists at bearii~s; T;ao Fad {2~'x) box nails ( 1 3 (1 eacfi side), ~:2" Maximum ]oist Deflection; L/480 Live Lpad SYMBOL LEGEND rrinhn~n EUrm eed, L/ 240 Total Load } ql akin anpas, ?trn Gist or ram lyrtard #o hearin I,ata' ,u _0 9 P ~r6ng,~i~t~: TJ-Pro Rating Information: ~ Point Laad ~ T Ae blockirl ~ur~efs br am jaPSt; {~"i br~x n~ls el 8' o,c, gala ~.l 8" o.G. Weighted Average: 38 Line Load ` Joists are ur5stabie uintil braoed laterally ~ g ° fox Hells at6" ~.c. wr ~ .1 Trcr6Ja~snrirrrlbc~rd:1`aenail ~vi~i tpQ c3 l „1~ b ~ ~r~clrrg Includes: s i~i1s at~6" b.c. c,r Lowest Ratincg: 25 Highest Rating: 68 - Area Load 1~tl ;3;~") box naVb a:12" o~a~ ~ P.~Rr.kir3 r Hh:mN'Gng Sho~~rirarsf~; C~onnoctiQnS oquiralonrttti dockirg tin scitodula, irg non &;.hr~duia. Glued & Nailed Decking is Required • Ia3~t~aa « e rt ~car~ DO hf OT Staak buJfdir~gi Direct Applied Ceiling is Not Required BBO Beam By Others Floor Decking: 23/32" Panels (24"' Span Rating) Detail Callout Label ~rQ7~ allOW warlterS ¦ 2`IUILinas ~ I~inJUlsl ' isfs mafcrlals art urrs6aathad a Rim board, tlmDist or cbsure io i',llm ©st; fa walk n,~ ~lsFs. Sfack s~nly oirar each a# k~p and Normal O,C. Spacing = 1(a"* ~ (See Framer's Pocket Guide) t ~le~ w~iillh ur ass: T~va tOd {3') boy nails, one each ai icp and ~ntN brscati. beams ar walas, r,NJ~+,RY~4fiY~`E~`UL1", ........:,-r-.w...~.r~. l?gi4aan ~an&~. 2arA°thru ~2" i~ddtha~ T•,I~a tad i3Y;?') kYryx veils: Utr+3 ea4 ~l up 3' w.aar~ri~G ~ror~5: e*» earth tup~ anri *Ur?less noted otherwise Required Bearing LenUth in inches n r far ra r bracing dLlring ~tonstruclan aan result in serious ~cciderts, baltagn llait~e. Lank of ca ce at p pe Layout Sale: 1I4" = 1' (Adequate bearing has been provided if i #3")box nail each bearing length is not indicated.) ildelirrles a~ obsefvQd, accidents will be aaoidod. 3Yz"wtdEh; 7ttenea joist Iv rirn joist wFi1h one ?~d 13")box nail each I~r narrpal can~i#ians ~f theRollQwing 94 . elt~M~na:.por<palm~l~ ~har~irlullGrcomrie;~.Yhelaii~lanapr~~'~~ad~. sl~;eaP,ofslfC~far~e, 1.r`d:I:aW+q,~sM;~n~'irnaoarc~artl rn.su 4' ~,Lahr,tl~trsli~~ll,:ilrn~tlnru:r.9i:m~ta~~~yl:AGcr~iUr'~`fuil~.m~a:IIiBCS6~7t<(kmflatlc~Y~J fhehcn.ly,"lfl%:adY,drnhC~3Grx~iri~GFfilnl ~ ~ ,~~,;y~~~i u,*+.~~~~~,:~ury~iar4r~~,u~~:;~,I~~~~;:~K~.~ ~~1~'i:"~n,a ~ I 2nw,~ ittiniiriutn ~ ud5h b14GkS, Tu~4 ~ tld {.3") bcic n3115, 4n~e ~ci Iryu4.I kal sex nails, a~n~e aach ~ Page 1 t~f 2 9. w~~Ac'y Itl ~~~drry lul~w pl 1xd (~r4 urr..r¢iI IruGi 5C uailWi In a tnar.d ri Ic'Ma! a: nth.9lcBw~i n~r~~akm Xl~inh ~1~i7 vtnarc~f.~Gxl al iga~lricy~ dl ~ Had hQilam Ile.I1C~~. Isfr':ivy, hurklhll:aiii'r,lpxt~rir?~oet~spiylty,lr~nGd.lcm~l[a;igdranehut.ia,6Wk r~ SOB COMMENTS 4'tihrath•tprmrrhr+IrdcilyeY.PrAH1'r~FArh'.II ~fairJ''efnraultlYnrallnarhr.~rtApUP~ad-rn1~.Rr~r,Fm Lot #71 Wedgewood G{en ~®R TI'IE TJ•XPERT ~IIARR~NTY e ¢~,re nr roArla,urx t?C 11rE 6a13i1' U'8tlI•SI O(I mail !1B IOp 311C ~.CN11 r 3nyB;l• ~IRQ?MER"~ pOCI~ET GUI®E I; 7~•FF.r++r}A4~NlM1'#in~Ir4V~ihtnhA#YV~~n;#d ~'hnm~t4~alVgn•rr~iS TJ•Xpert 6.42 (9693) C6.42 06.42 S6.42 P6.42 APPROVED PLANS MUST BE ON SITE FOR ALL INSPECTIONS. A complete T]-Xpert framiftg plan requires the Trus ]Dist Framer`s pocket Guide 1 See Trus joist Framer's Pocket Guide far Product Trademark Infarmadon l'?' ay ~M F - a . _ . _ ~ THUS Joist rim board a3 ~r.. t ~ n"F HANGER LIST ~ Simpson Strong-Tie Company; ~ricQ . Plot ID Qty Product Label Tap Nails Face Naiis Member IV~aifs Notes H 1 24 IUT11 10-N 10 2-N 10 Load from about Rm1 Rmi H2 10 IUT11 10-N 10 2-N 10 f` II r ~I - V ~ I M H3 3IUT3512 10-N10 2-N 10 H4 lIUT11 10-10d 2-N 10 H5 1IUT11 10-N10 2-N10 rr11 Y H6 1 0410 14-N 10 6-N 10 -k 2>s4 minlmutn I h bl ks squru oc I ~ Han er Notes; 9 Use 2z4 minimum spuash blocks I I ~ to transfer load around "~JIm I joist I I ~ u j ~ JQIST AND BEAM LIST - N ~ ~ N ~ tY G' Plot ID Length Product Plies Qty ~ e A3 N A34 34 0 0 l i 7/8" TJI 110 joist ' a. 1 5 A26 26 0 D 11 7/8" TJI 110 joist 1 1 A16 16 0 0 11 7/8" TJI 110 joist 1 30 1 A14 14 0 0 11 7/8" TJI 110 joist 1 9 I $26 26 0 0 11 7/8" TJI 230 joist 1 5 ~ I $22 22 0 0 11 7/8'" TJI 230 joist 1 12 ~ H51 ~ z M1 18 0 0 1 3/4" x 14'' 1.9E Microilam LVL 2 2 i ~ P1 18 0 0 3 1/2" x 11 7/$" 2.0E Parallam PSL 1 1 H 6 ~ ~ H1 ~ TS1 8 0 0 3 1/2" x 9 1/2" 1,5E TimberStrand LSL 1 1 A3 j TS2 8 0 0 1 3/4" x 11 7/$" 1,5E TimberStrand LSL 1 2 ~ I TS3 4 0 0 i 3/4" x 11 7/$" 1.5E TimberStrand LSL 1 2 ~ p I - - -751 N -l_. - TS4 16 0 0 ~ 1/2" x 11 7/$" 1,5E TimberStrand LSL 1 1 p~ ra ~p 1 ,-I fh I ~ ~ _ i I ~ 3 a TS5 10 0 0 3 1/2" x 11 7/8" 1.5E TimberStrand L5L 1 i I A Q h i TS6 6 0 0 3 1/2" x 11 7/$" 1.5E TimberStrand L5L 1 1 Rmi A26 A16 II - ~ HEADEf2 LIST H1 I „ - ~ i9.z Hdi 6 0 0 3 i/2" x 9 1/2" 1,5E TimberStrand LSL 1 i A3 i M _ ~ A3 ~ I ~ ACCESSQRIES LIST Q I I _ ~i ~.mi 16 0 0 1" x 11 7/$" a-Rim Board 1 13 H i x- I I 7S 5hi 4 0 0 x 8 Q 0 23/32" Panels (24" Span Rating) 1 54 I 2 _u-__ - Rm, Rim Board Rmi.___. - H4 i _ I _ I I k A3 . A3 t IJ III ~ I~~ Ill I III ~r III ~ ~ ~ II I III CREATED BY I I Ill ~ Powell Structural Systems ~ I ~~N I ~ 65 Glencroft Place III A3 Centerville, OH 45458 sso _ ~ I 937 414-0082 FAX; 937 291-2950 r Rmi CS A3 CS III ~ A4 III LEVEL NOTES 1 III III File Name: K0619b7 Lot 71 Wedgewood Glen 2.J06 Ill Level Name: Upper floor III Plotted: 6/,20/2007 15:20 Design Status: III Main flpor.......,..Nat Designed III Upper f?por.........6/20jz007 15:14 Upper floor walls...6/20/2007 15:05 NOTE: Level design times indicated above provid assurance for proper level stacking. NAILING ~IJIREMENI'~ Design Methodology: AS4 Floor Area Loads Vary: 30 to 4Qpsf Live Load and 12 to 12psf Dead Load iJi~jais~ta ~1 be~arinps; Two Sd h~~') bQ~ nails (1 each side},1;'2" mini~n~~n font end" r Maximum 3aist Deflection: L/48(~ Live Laad + it 9llpGki~c p;uilels, rl~gn JgISt ~+f rirn b~afd f~4 hP,~nring ~lat~' L/240 Total Load SYMBOL LEGEND ,y ~ Tf~ fifpG~ilfl~llfiftk~+ ~rI1f11~91~5'¢: 1~"J ~+px (leCll3 f1~ O.u. TJ-Pro Rating Information: ,latstr ara unst3bb until brac4d laterally r' ~ 'til 19d 3'' ' a' nails at 6' o.C, €~t ~ 7 ~s J'brstrtfn borrJ: Tuenall 4 h a n Weighted Average: 40 .J Point Laad . 8racr'f~g Ir~ctadas: ibd r`~;~") bcx nails a:12" a.c~ . m~,Wlr~ . 51r...au,l Si?~vtrarrs+t¢ Camastlor~s o~ui~4'aiont to dookli•g nit schodulo, lowest Rating: 25 Highest Rating: 63 - Line Load . nar~hra • ~rc D~ M(l7af14uv saorltc~`s . 57utllr~re ~ ImrJidsl C]t) N{7TSf3Ck blrildlriq Glued & Nailed Decking is Required - Area Laad l;s s raateriais on ur~~salahad Rim I~oard, tltm ix! orclostire to tJt ~ ois1: 1o walk' urr,jo t Direct Applied Ceiling is Nat Required Floor Decking: 23/32" Panels (24" Span Rating) BBO Beam By Others u fii tarac~a! arsfs" Siaekarrl aver' Y a" wHltft olr IssS: Tsvr 1tk! (3~) h,5x nails, one each et lcl5 and n 1 Normal O.C. Spacing = 19.2"* Detail Callout Label M11tfRY~tAYR~SilLL bearna or w?rlfs, 6eh~~m (18f1(,~: WARltiIfMCr ~'01'~'S: ~s''#u*o Via'"urlJUis: T~rw 1~d t3~' ~ ~x nails: urua each ~t lap and LacM of cancarn tar er bracing during ~nstrociian can rasuh in s,3tious accidents. hultoln flelfi~. ~p *Unless noted otherwise ~ (See Framer's Pocket Guide) d r normal Conditions it the tolbwin Idelinas are obsCtved, sccidQrbts will be avoided. ~z as~dth: 7ooniail joist b rim joist (vilh one C3"i Cox nail each lSn e g gu L~iyOtlt Scale: 114" ~ 1' Hd-t Header, and -t indicates quantity of 2x_ trimmers required at ends - , , rtlr~rr.,la tieend:i.oA5dlh8lA s~^,a•~Aslbdcomrl$aph:tall:~urd~r:~EiT',~'r~- SlG~4~~i5tiCr"~t~~j~. I. PJI ;irk, p, hE"y3(e,1rA hP3tt6 F j fb aA 4'P I 2. Lt~krlr~ vhcr~ylM, ~ike a Ui:>'; ra wi^ evJl qi ur-r:a~.4r"~ ~MaUI. ni,w h0 rsb;m4! IH!t at f I m I!n9a#' lnn Ih~g.:"ne~. 41M~ ud61,414r~wi^~;~FII~,C~ r, I~~ a luinh~uns~ y m IK~mlt" a,nl ~',M (;+fi;: dldu~j I~+;dauai lu (Pc d d fti~ er' ie;~h is klu; cn{(ul Ih~av~y. <kq minM11ut11 S~gl~;3Sh biock~; Tara ~ nall~s, fine e2C11 ;l.:iafr'pkraring Irma rtl 1x4 (min ~n,,nj nuns ~ n~llcd In a hx~tr.-0 rnx •rol rF' ehr.~lf?M ~ru,*,a6 m ruts, 7 and tvr~ct i~itl. P+11hvt tt;e 8t t~1~y 6n(~ bC7ltanj ihW~C~~, Ira..?q, 6ica~llig ; hllryiyn a iula~~iu iti 6';~fp;Indul#r; w,~bc.I~ItlrxnslAiaka~~ h,a~x ~ .lFef n Msala;i to ;nr :-ryroi g'~cralEl,~ el Ball hry~. A tihr~Ihnp nuA hF 1m311y a11ar,1al •r.earh 1 U a (oict `afira ,ulAlter~el lrgrc, raa hp pkrad <n'2A C~~,`c+n JOB COMMENTS Page 2 of 2 ~.~'m4~~u,ib~eiepC~htsa'~I}Ireuhymr:u~,h~:roluNU4~.liuulI yui fir".qt~+~axmld'ra~amsirF,aYt4rlhna~rEa•~n:anf ~'±mm~~clL~rrrr~nt Lot a#71 Wedgewoad Glen I:OR THE TJ•XPER'T WVARR~IN7'Y SEE ~RA.MER'$ POCKET GUIDE TJ•Xpert 8.42 (#B83) 08.42 X8.42 S8.4~ p6.42 NM