The URL can be used to link to this page

07201370 Permit File CITY OF DUBLIN_ July 10, 2008 Division of Building Standards Frances A. Trimmer 5800 Shier-Rings Road Dublin, Ohio 43016-1236 TransOhio Residential Title 3 Easton Oval Phone: 614.410-4600 Columbus, Ohio 43219 Permit Phone: 614-410-4670 Fax: 614-761-6566 Automated Inspedion RE: Permit Address: 6007 Trafalgar Lane line: 614.410-4680 Web Site: www.dublin.oh.us Permit Number: 07-201370 Dear Ms. Trimmer: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, J ffrey S. Tyler, CBO Director of Building Standards Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 CITY OF DUBLIN Phone: V/TDD614/410-4670 Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between _ St .942~xr (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and X16trO (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: 6~ 7 .r J Building Permit No. a'~ • Z~/37~ 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) O and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance.with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. Project Manager/General ontractor Date (Tease Print) Project Manager/General Contractor (Signature) c~~4nrr f'~l f~l1-tut2 3~19~oe Owner/Occupant Date Owner/Occupant -214 gnature) (Signature) (Please Print) 1 dam, 4Aepid ty of Dublin Date \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 1Yans0hio Residential Title April 7, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Building Permit Number: #07-201370 Loan Number: #103420-COL Lot Number: 524BT - MATHUR Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $22,000.00, 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 Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the Completion of the project. Sincer Frances A. Tri mmer Accountant TransOhio Residential Title (614) 418-8955 3 Easton Oval, Suite 230 Columbus, Ohio 43219 Telephone 614-418-8999 FAX 614-418-8950 CITY - OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/7DD 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: /4 mimes Company: Site: _ (M"7 I t'G& Gar Lq (Provide Detail Plot Plan of Lo Lot No: 524- Application No: 7-LOI-370 Subdivision: Ba~tan IPae. PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved U Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ?4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk Z. 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) U15. 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 cQ Comments: VQKs ho . ~ t 136 9D 'r=Coa Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved rior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: 1 Re-Inspection: ? Approved ? Disapproved 0 Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP Inspection Type(s): "Ell ZONING INSPECTIONFORM Zoning/Landscape 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: Contact Person: Contact Phone: YES NO Approved Landscape Plan & ROA YES NO 6~Sign installed as approved YES NO 2) Plans, Checklist & Permit on Site YES NO Parking spaces, number & striped YES NO ,Lighting installed per plan YES NO ,81 handicap spaces properly signed YES (NO ,~4) Landscape installed per plan YES NO %-Plarking islands 7 foot minimum YE$ NO _ 5) Mechanicals screened per code YES ; f NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) I Zoning Disapproved (See Comments) ? d Inspected B Date of Inspection 411 COMMENTS eJ , -.r ! v«. 'a f 4 7 '47 - fn 111 ti 'i'., j Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410.4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type Q Application # 712-V1370 Date The undersigned inspectors checked your property at 407 t 051-tgh-g for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 1r'~Y~jo 17 1, avN r 2 WkIA14- e X , rr X &6 75 ? APPROVED U DISAPPROVED By W 1% ,IAZ CONDITIONAL 14 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: 07-201370 Project Address: 5962 VANDELEUR PL General Contractor: M/I HOMES OF CENTRAL OHIO, LLC Telephone: (614) 418-8511 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 lat' ELECTRIC ~L HVAC ~v PLUMBING Zee, tz CONCRETE LANDSCAPING SANITARY SEWER The General Contractor is required to provide a completed. copy of the above information to the Building Official at the time of the Certificate of Occupancy inspection. i oo0`7 V146ex (Jac r~.r? Building Permit No.:I Project Address: i C) -k 5 Ins ection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation 1 Underground Sewer Footing Final Electric Foundation Final Steel Plumbing lb t4~ Foundation Final HVAC ~i 40 j 4 Radon Foe Final Gas J~ Preslab Piping % Rough / Engineering Electric (CWA) Engineering Electric / (Pre-Sod) Service 1 Final 4/'t/ 58 k/4(k Rough Engineering ~ ~ f ~mt•E~c9r~d~ Plumbing Gas Piping (Rough) Rough HVAC ~j 1 1w+u Final Zoning tf 1 , .1 zidoo Fireplace N1,41 i e e&t4 Zoning Rough r" Occupancy ofor 5~ t e Framing 1 1 r CITY OF DUBLIN CUSTOMER RECEIPT 'BatclT ID: 4/09/08 01 Receipt no: 8476 Type SvcCd Description Amount 2007 201370 BP BUILDING PERMITS Qty 1.00 $300.00 M/I HOMES Tender detail CK Ref#: 113521 $300.00 Total tendered: $300.00 Total payment: $300.00 Trans date: 4/09/08 Time: 14:34:12 THANK YOU FOR YOUR PROMPT PAYMENT f h ~i .tk -1J~ ~ .'p~ ~,,"+t' - K ~,~~}4 .r ~r :.y ~ r,~.'r y~ ! i .y l.. 'Y£t 5 iM i?r hM ~2. 'X ;i. k t,rR'1,n.. x. xf .Y~'~'' t?_r, T'•~ .,Y• ,,,r tl7: i u 'Lw G ? , ~ i g $ x~,~ "~t~~.a4 ~T~ ~.yYi 1y.1. "'~"y ~ ~t Y' ~.4~',• P.,.~ • ~ rtY 'r" b .r, ~ ~ Y{p• •Rtk ~l4L U,, 4 k 6 1l ))t~"' w l~.L~ '`{*n ~ ~ ~ ~ M#`Y ~ t 1 ~i t rrM V.~~ ~ M~ ~ ~iJ N ~Y ~~:'Y ~'~',{"1^^"i r'~~. 4~ 4.. 7~ ~!~X~i.• • w~ L..~, k~ ~=t+~t ~h ~y>'t r0.".A~ `y~ ~r'+` , r+ t•'~+ •3! t l: x~x». 'J.,!'~~,„J y9.-`. w-y r .~e,~ « Y y T rr, u1 i ,e ! ?+rJ! ; a l` s• . .'.6~.siY. iJ.~r... : y. g~ t.; 1.t•Y'~'4,.' ~'~+Pi~~~~' iT e'r Y i '4:h •y ~ a 'tk"t n' ~ ~ r^~ 1 l+t .,."~..~.."~'R~7 r':+'~'.~"f' t TTT~ v{a' ,,,6 .54 1 W ~ ~ i4J 4 ti Y~iw. ,~~`^d, .y ~'~!y Yxf~ ~1' ~Ji SW 'Hti.+ZeCY'?~' V .L y +G '~.w'' i~P1K3 w y +Y i1 1.'a l.+IYI C'~'ee,,• 9~h .:r 3rp h. - •a k ~*s +4 r: ~f' r C a4 Xi 64 39496 L.3~~' 11'0011352Le 1:044LL54431: r CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. -4;X ADDRESS: PERMIT NO.:) - 0 ' C BY FINAL INSPECTION DATE: a &00-7 -Tr'afct CSar C.b- Building Permit No.: Project Address: LO i -4 11Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation ) l ^ 9s- r 1 Underground Sewer Footing tv Final Electric iG•~ ~7 - "vim/ Foundation Final Steel Plumbing Foundation 6/2S/6 Final HVAC A ,w 40 7 ° Radon Final Gas 91-14? Pol- Preslab Piping Rough Engineering Electric (CWA) Engineering Electric / (Pre-Sod) Service Z I y/` Final 4/1 ~K/q(Ks h Rough K5, ~~Z~ Engineering i /11t ~c9C ~ Plumbing Gas Piping 1~1~?~~ ~',~,v#ly L~'VY~~UGYJp (Rough) Rough HVAC Final Zoning j' F3a.10 X Zlod o Fireplace 1.41 -~T?(n 0 (64 ,6 /rPP - Zoning Rough ~1~~~ I Occupancy 4Y SLIP, Framing ~ry i ~~315' fii i`l""u• CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: /V1.4- 40MC:5 Company: Site: ~,Qm -rraka Iaar Ln. °r 65cuez- (Provide Detail Plot Plan of Lot- Lot No: j ? - Application No: 7- ~_0 13'0 Subdivision: ~a J (antra 7 PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 44. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk Z5. Erosion Control/Sod or Seed P~csoc( ~~s~ (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) 5/5/08 (O.R.C. 723.011) ? 6. Replace Damaged Asphalt s76I01V ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) Z15. (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) Install Grade Stakes 5(510$ OK (ADA Specification) (Policy 98-027) (Sec. 152.70) 16. Submit "As Built" Plot Plan oK ~-Z-~ ? 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. emove Erosion Control Measures Comments: V4" c o0 Downs oa`k's no~connec-'rEC~ . 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. 111 Inspector: Date: Re-Inspection: pprove~ ? Disapproved ? Conditional Inspector: _ Date: - _7A I /P,5 Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 75750-Chandl6r Court E S4 v Y O~ REVISION DATE & REQUEST 1 Westerville, OH 43082 N Cl) E-Mail: hoyssinc@aol.com Phone(614)895-1922 M a H y Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 I>.~.=RNO. I N SHOWCASE HOMES HOUSE STYLE KENYON GEORGIAN CUSTOM LOT(SUBDIVISION 524 BA L NTRAE SECTION 7 ? CITY of DUBLIN SCALE V = 20' ? PB. 106 ? PG. 16 y/ DATE 08.02.07 DRN. NV CK. CO. OF FRANKLIN FLOOD ZONE X ? COMM. PANEL 390490 ? PAGE 0108G ? MINIMUMS R: 25' DATE 08.02.95 LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH S:= DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. w PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY ° THE CITY OF DUBLIN PRIOR TO INSTALLATION." 523 522 O F J I ? F.F.= 943.20 F. . 942.70 S05014'57" E 110.00' J I S ~I ? J~ 15' EASEMENT ? 25' NO BUILD ZONE _ I I ~ I t I w / 56.37' uda o 524 J I F --1 ! N 9429 ? 3 j 4~9 pp 9.26' ?303 940.60 QQ~~ o N i o rib ~ 2115 ? w i q 8 qp ih i fn 0 00 Q~ w v~ I F.F.= 944.90 ? is 0 ° o r~ QAO 26.00' ° T.O.B.=943.90? 00 525 C~ j X633 BASE.= 935.73 ? A/C GO F.F.= 944.80 'V UNIT o ^i! 333 ~ h~ t~yy ~ j v1 I rV 80 J r o b• q~" p~ F"'I c 21.00 ~ ~ ? 942yo ~ 941.70 Gi 25' BLDG. LINE ? DRIVE oG o s 25' EASEMENT SLO E _ 6 26.00 4.0 % MANHQLE T. 941.40 53 ~c^ v 4, 941 20 941.10 - y? 2c 4 S 05°14'57" E 85. 0'? WALK 0 WATER TAP 2' SIDEWALK 41 09 11'?B/C G 00 ? EASEMENT ? T /C x III 940.82 941.00 50% 940, 7 940.80 ~ ~ ? G.B. (BMC) INDICATES MAJOR INDICATES MAJOR o o FLOOD ROUTE FLOOD ROUTE ~1~k y V 5962 VANDELEUR PLACE 50' NOTE : BUILDERS% PROVIDE TREE PROTECTION DURING ALL NOTE: WATER SERVICE SIZE = 3/4"." PHASES OF CONSTRUCTION. PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from BUILDER TO MAINTAIN information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA EROSION CONTROL ? Subdivision Plan. This Plot Plan is to be used by the Client for the sole FOR HOMESUILDER PRICING AND ESTIMATION PURPOSES ONLY purpose of obtaining a building permit The use of te Plot Plan for any other purpose is strictly prohibited, txuuuuurr„ LOT 16,188.0 WALK 992.0 EW.W..F.RINCCOMPLIANCE ~P OF (L ii HOUSE 26110 SODCOV. 14.392.0 City ofDuhlin ~i FTEVEN APPROVED AS NOTED = J. ~S DRIVE 1497.0 LOT COV. 16.17% am APPROACH 197.0 PP 9 4'07 7313 / v `Y,- 5750 Chandler Court g E Y O Westerville, 01143082 E-Mail: hoyssinc@aol.com co 2674-07-S fY ? Order No. Phone (614) 895-1922 + H Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 ~r ¢ G' I N E~ CERTIFIED TO TAN50N10 PE5 fl U COUNTY OF I't? rLIN LENDER Mir p g 106 PG. 16 OR./D.B. PG. REV 5-12-08 BUYER MATHT SCALE 1" = 20' DATE 2-27-08 DRN LP CH i 193930 939,70 938.20 93930 939.60 110.00' 938.00 15' EA5FMENf 1 25' NO 6IJ LP ZONE 1-------------- - ~z O '~Q N z 524 ~ ~ C3ALI.AN11'J~ SAC, ~ PUMIN, OHIO ~ I N 9g2 O ~ 9g~ O I /q 9 940.40 N 9 1940.60 ' 23/, g2 ~ ~ 2j, 8290 26,1 ssTytio~, 0 5 2 5 9g269O ~ O S ~ /33, trl~~ i cONc~T~ ~ OO 1 ~ 0 0o i 9 2 pt?Op05~n 9}130 ° g?9 17IVE 941,10 9g~ O r25'EA5FMEN 1_%. LINE 1 1 26,0' 2' 51PEWU - -EASEMENT xa+ 9420 85.00' 941,10 941.00 941,00 VANMU, PLAC~ 50 We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for mortgage loan and title purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any purposes. ""pUtuW~ bUii~4~ THIS PROPERTY IS LOCATED IN ~y~p~ Uy~o FLOOD ZONE X HOY COMMUNITY PANEL 390490 7313 r PAGE 0108'G DATE 8-2-95 By APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMrr NUMBER o ZD? 3 O Issued in Ohio Under Authority of ~8U e 0 Auditors Taxing District 274 Parcel Number 001136 Address of Property 5962 VANDELEUR PLACE 0 ao Subd/iv~isionyBALLANTRAE Lot 524 -7 VOooT 1 vA r L.• `ecA%o%, "7 Applicants Name John lazer Phone Number (614) 418-8831 Email Address jblazer@showcasehomes.com Fax Number (614) 418-8889 Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes y Address 3 Easton Oval #240 Columbus, Ohio 43219 a Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 a DBA: Showcase Homes a Q Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's ID 4533 Type of Improvement New One-Family Residential Improvement Cost $320,000.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 5 Per Unit Number of Baths 3 FULL Sewage Disposal Public Garage Type Attached 1 HALF Building Height 37 Water Supply Public Number Car Garage 3 Building Zoning Unfinished Basement 1955 / 9S Lot Area 16,188 Finished Basement 0 Total % Occupied by Structure 16.17% Lower Level 0 Front Setback 26.0' 1st Floor 1955 /fSS Rear Setback 56.37' 0 2nd Floor 1948 194100 Right Setback 9.26' a` 3rd Floor 0 Left Setback 26.0' Other 0 Lot Width at Building Line 110.0' Garage 630 Sd) Deck/Screened In Porch 0 Zoning District PDR Gross Square Feet 64881 Existing Use of Property VACANT LOT Building Area at Ground Level 2617 Living Area 3903 Flood Plain ? YES ® NO y 0 Z Excavator License Number Fee Schedule c 0 Plumbing License Number Initial 8 o Electric License Number Occupancy ~o HVAC License Number Footage Fireplace License Number Zoning 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam q State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the y proposed building or structure or make the proposed change or alteration in accordance with the plans and Gas Piping a specifications submitted herewith, and certify that the information and statements given on this application, Olfler C. eu drawings and specifications are to E Pwt o it 1 wledge correct. Signature of Applican 1144 X77- Total Date Received Date Received Date Received all Date/Approved (~r?~7 Date Approved 7/ '7 Date Approved f 4/00 O CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201370 Date 4/09/08 Property Address . . . . . . 6007 TRAFALGAR LN Parcel Number: 274-001136 Alternate Address: BALLANTRAE 7 #524 Tenant nbr, name . . . . . . SQ FT 6488 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 580.00 Plan Check Fee .00 Issue Date . . . . 10/04/07 Valuation . . . . 0 Expiration Date . . 10/01/08 Qty Unit Charge Per Extension BASE FEE 140.00 11.00 40.0000 RES BLDG PLAN REVIEW 440.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . 10/04/07 Valuation . . . . 0 Expiration Date . . 10/01/08 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 20.0000 RES HVAC 220.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 10/04/07 Valuation . . . . 0 Expiration Date . . 10/01/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 10.0000 RES ELECTRICAL LOW VOLTAGE 110.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . 10/04/07 Valuation . . . . 0 Expiration Date . . 10/01/08 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201370 Date 4/09/08 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . 10/04/07 Valuation . . . . 0 Expiration Date . . 10/01/08 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. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201370 Date 4/09/08 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2670.00 2670.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5784.00 5784.00 .00 .00 Grand Total 8454.00 8454.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VITDD 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: /~-rY>~s Company: Site: 59 C,22 V6U-,de_1CU-)-_ 'Ti (Provide Detail Plot Plan of Lot) Lot No: %524/ Application No: DT 2-0)Z70 Subdivision: PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved U 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, See. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C.723.011) ? 6. Replace Damaged Asphalt 1:314. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: FnainaPrina Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No. 3'70 T _o CL 1° u ' N _ v Date Reviewed_ ! 6 7 E E a r_' U c ~ u a Plan Reviewer's Comments & Notes Reviewed By C~ o z c M a 0 a Q U in u v p Approved Disapproved 0 Z N > C U OBBC Model Energy Code MEC Check worksheet re, ;_;-,0d Manual J/Electric Loads Houses over 3,000 Sq Ft. Ordnance Stair Risers & Treads 7 3/4' max. riser 10" min. Vends and 6'8' headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 Schedulos Required on Pla-s; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306) Sanitation - Fixture Clearance ? Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation / 1318's.c. or 20 min. door and 5/8' gyp. 8d. Type Won all common walls per City Ordnance R310 Bedroom Emergency Egress 5.7 sq 1t. (24' net hgt. 20' rot width) max. window still hgt. 0144° a U. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8", habitable s;a:e 216"x 6'8"(ruin) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 112' gyp. Bd. Type X" R313 Smoke Detector Locations Bsmt.1halhvay1bedrooms v,=ad to prime electriclba;lery pack - uplinterconnecled Ordnance Carbon Monoxide Detector ? Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity ? Use 1,500 psf R403 Footing/pier/pad size & location(s) ? R403.1.6 Foundation anchorage 1/2' anchor bolt eQ. 6'0" ec;7' into masc.-,y & concrete R404 Foundation wall sizes & reinforcements ? Stamped engineered founda:;on plan ra.;ulred for houses and additions R405 Foundation drainage systems R405 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans ? Lumber specifications requ.r?d on dra-, irgs R502.5 Allowable girder spans ? Per Tables R502.50) & R502.5(2) R502.6 Bearing 11/2'for wood &steeU3'fcrmasonrr&concrete R502.11.4 , Floor Trusses Engineered design required at Frame 6 spection PLAN REVIEW CHECKLIST c T~ o + c E T'6 H o 0 E 19 Plan Reviewer's Comments & Notes cr a Q O N Z C G R503 Floor sheathing 8(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers Ro02.10 Wall bracing Ole Table; 502.5(1) 6 8502.5;? R603 Steel wall framing R703.7 Masonry veneer 8902 Wood roof framing Table 70J.4 Show truss profiles on roof Flan 8002.3 Framing details RafterCes, joist not perper,d:cular to raltars 8002.4 Allowable ceiling ioist spans R802.5 Allowablo raftar spans R802.10 Roof trusses Stamped engincored roof trusses required at framing inspection R807.1 Attic access R 1001 Masonry chimneys 22"x 30' Spark arrestor with rain cap Far City Ordinance R 1002 Factory built chimneys R 1003 Masonry fireplaces be Spark arrestor with rain cap 81004 Factory built fireplaces Tab/c 1003.1 & Figure 1003 1 R 1005 Exterior air supply M1701 Combustion air 8502.3.1 Stud size & spacing 50 clrbi.per 1.000 blu/h Table R602.3.1(2) Frcnt & Back Form Re•rised 04/12/05 09/13/2007 09:54 614-241-2080 EDWARDS PAGE 02 ' s ~r ~ALLANTRAE Park c3Rcec?udial Golf Community Architectural Review Committee Plan Approval Notification Lot Number. 524 Section: 7 Date: 06/08/07 Address: --c-2-ma 1 one 1(p~ ~~,Ip(j~F Builder, Showcase Homes Plans for the above mfereneed Lot have been reviewed by the Ballantrae Architectural Review Committee for compliance with: ¦ Architectural Diversity Standard ¦ Exterior Materials Usage ¦ Front Yard Set Back Requirements ¦ Site Plan Requirements Plans are approved as submitted for the above referenced elements. ¦ No Further Approvals Required O Additional Approvals Required as Follows: Approval Certified by: at_l, ~~L J- Charles P. Driscoll, Member Plans reviewed by Architectural Review Committee memb ¦ Debortb Ruz*-Gmdi@i4 Bdwm& &ff C=wm idw, LLC 0 Gary Br 4 Arcire4 &ni.J oak and Amoomm 0 -&t&rA#wan* Edwards cdrea~m;~ LLC 0 xwyR&c4LAo&vepeAmWow4 arymas bMw ¦ Chades P. Dr &=4 F.d wards GolfCammmubM LLC O 11!ic~6~sd Fite, LaadiayreArdi;tt+ar, Bind Haulr~dssorf~res Q Brria Senn faoeg .lrcbirecr CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 9, :j Application No. ~1 1 V ( 00 APPLICATION FOR ELECTRICAL PERMIT Job Address " b% 1% Parcel No Subdivision Lot No. Owner Name Sa w c G Se Telephone L/~ O p! b Contractor Name Oec+r~ C- Telephone Contractor Address S & PkA'e 5 Dublin Registration No. / Residential: New Sq. Ft. Alteration/Addition Sqq . Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION Lo tfo WI(f This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions ofPid laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201370 Date 12/18/07 Property Address . . . . . . 6007 TRAFALGAR LN Parcel Number: 274-001136 Alternate Address: BALLANTRAE 7 #524 Tenant nbr, name . . . . . . SQ FT 6488 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/15/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 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. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201370 Date 12/18/07 Special Notes and Comments Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 260.00 .00 .00 260.00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 .00 .00 260.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. _o-4• -4 c) Date ? New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address S q L~, v o N e` e y,4- RkC L Parcel No. Subdivision/Project Name 11/~ N Lot No. 5_ y Owner's Name h bw cjo- V'., S Telephone '(l ff 88 Contractor's Name r ' cc U (v~+t Telephone 51) 6 __0 /'f Contractor's Address -l 2 lot is S Dublin Registration Number 67-17 Does the sewer discharge into an individual sewage disposal system or sanitary sewer?- How far distant from any dwelling, well or cistern is the sewage tank? N N/~ What is the size of the main drain? Of what materials do the vent pipes consist? t! L P Of what material does the house drain consist? JDJ L *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 3l Number of remaining fixtures X $10.00 = $31°' Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 30 Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater l Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays ( Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets 2 Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future 3 Other Garage Catch Basin Sewage Ejectors GRAND TOTAL .Z Division of Building Standards 1 • 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 . . . . . 07-00201370 Date 10/31/07 Property Address . . . . . . 5962 VANDELEUR PL Parcel Number: 274-001136 Alternate Address: BALLANTRAE 7 #524 Tenant nbr, name . . . . . . SQ FT 6488 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes of Central Ohio Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 360.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/25/10 Qty Unit Charge Per Extension BASE FEE 50.00 31.00 10.0000 EA RES PLUMBING >1 FIXTURE 310.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. 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 . . . . . 07-00201370 Date 10/31/07 Special Notes and Comments Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 360.00 .00 .00 360.00 Plan Check Total .00 .00 .00 .00 Grand Total 360.00 .00 .00 360.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number: SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, 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: SHOWCASE HOMES Subdivision: BALLANTRAE SECTION 7 Lot Number: 524 Address: 5962 VANDELEUR PLACE Approved Foundation Elevation 943.90 Feet above mean sea level. Actual Top of Foundation 943.85 Feet above mean sea level. ql SM11EN Professional Seal: HC f 7313 s~ Signature of Surveyor: 10/22/007 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 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 f DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Company: Site: (_0 (U .L ~ C_ C7 y rc- (Provide Detail PI Plano Lot) Lot No:~ Application No _ 3 Subdivision: ,~Lr1'~fZd~ .0 20 • DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ?11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, See. 150:040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R,C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) C]15. Install Grade Stakes (ADA Spe(cification) (Policy 98-027) (Sec. 152.70) ~ ?16. Submit "As Built" Plot Plani ? 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 rior to requesti g an Occupancy Inspection by the Building Division. / D Inspector: Date: 1 1__T Re-Inspection: pproved t ? Disapproved ? Conditional Inspector: Date: Engine$rin,cj_5ir1al I i WHITE - Site YELLOW - File E 304 rev. 12/04 PP too wcol 2 - 40 365 (n III YJ7.4 9i w g3s. j , 35 B/L 3© B IL 'o T C.9.3.3.9 25 1. B/L '"T LOOP f,3 T C 9 3 81 374 moo, .~.j._.. 61~ r,C93.37 efR 40 o .7` r t ; y~ r. 3 . b K--6-- _ V40F A9 k' - 3 T.C.93. 6 30 25' B L 1 i IT r.,j r L 4- Q TAW t FFw T Ad - 3.3 3 04 ;n 3W a2! 3 377 380 - 901 7,Q &A 3:3''$I w w 5750 Chandler Court 4 V E Y O Westerville, OH 43082 E-Mail: hoyssinc@aol.com in 1669-07-S Phone (614) 895-1922 +H` JY + Order No. .J Survey Fax 614) 895-1949 Construction Fax (614) 895-9549 G j N ~tG CERTIFIED TO 5HOWCA5~ HOW5, INC. COUNTY OF FF.ANKLIN LENDER P.B. 102 PG. 47 OR./D.B. PG. BUYER SCALE 1" = 20' DATE 09121107 DRN 25W CH I~ A MOK5COUI FT I OOp ~O I INCJICAT5 RON FIN 933,1 V/'~~ ~V f\ I~ I 933,E 933.00 100.00' 95310 161, - INnICATE517JL1 g2' SIC7~WALK ~AS~M~NT HaL IN WALK CONCFTT~ I8' ~A5WFN' r --rVIVF-- - 25,8' - I 935.4 935,60 25' MP6. UNE 933.20 20.8' 333 Qs~ ca~°porch 12,6' zz 1 13.0' 07.8' _ 1 N ~ ~ I 2.7' o~ 663 L ° 2 5roFY 2 0' 366 I @ - 5fONE & 5aCO o 36 2,7' - o O I 934.9 O i 14,0' 935.00 I 10.0' I 36 5 935.60 I 1 &LAN11W 5~C11ON 3 935,4 PDLIN, OHIO 10'~AS~M~NT r-------------- 1 NO MILL? ZONE 934'5 I 932.50 ' 100.00' 936,50 934.0 90 We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for mortgage loan and title purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any purposes. `„tuuuuuup~i~ THIS PROPERTY IS LOCATED IN a GJ STEVEN ~ ? FLOOD ZONE X = J. % NOY k- COMMUNITY PANEL 39049C 7313 '~t+etoE9 PAGE 01066 & OIOBG DATE 8/ 2195 By "!o~;RVE'~t~ Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape )i Land Use and Long Range Planning Commercial ? Code Enforcement Residential `0 _ Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016- r` Other El Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 --7 Permit Project Name F Project Address: Contact Person: Contact Phone: YES NO Approved Landscape Plan & ROA YES NO 'Sign installed as approved ( YES ,ENO 2) Plans, Checklist & Permit on Site YES NO -T)Parking spaces, number & striped , YES NO 33lighting installed per plan YES NO 8f"Handicap spaces properly signed YES (,NO 14) Landscape installed per plan YES NO _.9)-ilarking islands 7 foot minimum YE~ NO 5) Mechanicals screened per code YES NO 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspection Inspected B COMMENTS t4.Y ,ri~a rts`~_ f - V 1-C 'il 4- G tJ i_ t t < f S. caT~rc 1 # + + 1' .f-'..?... Y-} t%f f ale 4? - f E Zoning Inspection Form PLA-120 Date 08/12/04 C~ ~ - ~.o ~ 3 7 d INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM 2003 DATE: 9/7/2007 FROM: CORNERSTONE ENERGY RE: DUCT INSULATION IN UNCONDITIONED AREAS We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork outside the conditioned envelope to be insulated to R-8 for supply ducts and R4.2 for return ducts starting immediately. Furthermore, all IECC's are generated using worse case methods. Please attach this page to your current IECC's for Dublin, OH code submittals. Unconditioned Ducts - All supply ducts located outside the conditioned building envelope will be insulated to R,8. - All return ducts located outside the conditioned building envelope will be insulated to R-4.2. .r : Cornerstone Enrrgr n stiwi Serricea Chris Patterson Estimator Energy Star Rater Office: 937-423-6373 Fax: 937423.6373 N extel: 614-554-8644 136* 41 * 6831 Email: chris.patterson@nstalled.net 1 MIN b;= ll'bundatichis4Enetrau- pOM~pi17 FROM 1H! ~ppUNb UN ENERGY CODE INSPECTION CHECKLIST Date: June 15, 2005 Rating No.: ***Home Modeled Worse Casee" Building Name: Kenyon Rating Org.: Foundations 4 Energy Owner's Name: Kenyon Homeowner Phone No.: 614-8914900 Property various Rater's Name: Chris Patterson Address: various, OH Rater's No.: 06-02 Builder's Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Kenyon Sunroom.blg Rating Date: Building Information: Conditioned Area (sq ft): 5244 Conditioned Volume (cubic ft): 42265 Insulated Shell Area (sq ft): 9641 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [ ] 1. Attic: R30 Attc (2x4 24oc) (1988 s.f.) R-1 9.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (228 s.f.) R-1 9.0 continuous insulation, R-1 1.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (2864 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name:lst/2nd Fir Installation Quality: P A G Face / Inset Comments/Location REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kenyon Page 2 2. Wall: R13 (2x416oc) (368 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Installation Quality: P A G Face / Inset Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.22 1. Window: U-0.36 SHG-0.43 (199 s.f., East), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Front Orientation: East Comments/Location 2. Window: U-0.36 SHG-0.43 (21 s.f., North), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Right Orientation: North Comments/Location [ J 3. Window: U-0.36 SHG-OA3 (449 s.f., West), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: West Comments/Location 4. Window: U-0.36 SHG-0.43 (39 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Left Orientation: South Comments/Location [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: North Comments/Location 6. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kenyon Page 3 Name: Bsmt Orientation: South CommentsA-ocation [ ] 7. Skylight: U-0.36 SHG-0.43 (18 s.f.), U-Value: 0.360, SHGC: 0.430 For skylights without labeled 1.1-factors, describe features: Name: Skylight Orientation: North Comments/Location Doors: [ ] 1. Door: Steel-urth w/brk (22 s.f.), R -Value 4.4 Comments/Location [ ] 2. Door: Steel-urth w/brk (19 s.f.), R-Value 4.4 Comments/Location Frame Floors: [ ] 1. Floor: R19 (2x1016oc) (528 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#1 Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Floor: R19 (2x10 16oc) (24 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#2 Rear Installation Quality: P A G Face / Inset Comments/Location Foundation Walls: [ ] 1. Wall: R5 86 GrdeDown (1296 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (374 s.f.), Between conditioned space and garageiground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kenyon Page 4 Name: Bsmt. Buffer Installation Quality: P A G Face / Inset Comments/Location Slab Floors: [ ] 1. Slab: Uninsulated (1640 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location Rim and Band Joists: [ ] 1. Joist: 1st/2nd Fir (295 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Fir Installation Quality: P A G Face / Inset Comments/Location [ } 2. Joist: 1st/2nd Buff (36 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st12nd Buff Installation Quality: P A G Face / Inset Commentsi' ocation Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE. Make and Model Number [ ] 2. Cooling: Air conditioner, Electric, 10.0 SEER. Make and Model Number: [ ] 3. Water Heating: Conventional, Natural gas, 0.63 EF. Make and Model Number. Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kenyon Page 5 appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. 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 identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be dearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing installed between sheathing and ducts. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. [ ] Programmable Thermostat Circulating Hot Water Systems: [ j Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF 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 (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 REM/Rate - Residential Energy Analysis and Rating Software v11.41 This Information does not constitute any warranty of energy coat or savings. ®1985-2004 Architectural Energy Corporation, Boulder. Colorado. ENERGY CODE INSPECTION CHECKLIST Kenyon Page 6 Table 2: Minimum lnsuladon Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 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 REWRate - Residential Energy Analysis and Rating Software v11.41 This Information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: June 15, 2005 Rating No.: ***Home Modeled Worse Case*** Building Name: Kenyon Rating Org.: Foundations 4 Energy Owners Name: Kenyon Homeowner Phone No.: 614-891-4900 Property various Rater's Name: Chris Patterson Address: various, OH Ratel's No.: 06-02 Builder's Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Kenyon Sunroom.blg Rating Date: Annual Energy Cost 2004 IECC As Designed Heating: 1527 1122 Cooling: 220 188 Water Heating: 296 252 Lights & Appliances: 394 399 Photovoltaics: 0 0 Service Charge: 102 102 Total: 2539 2063 This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2004 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 22.2%. Design energy cost Is based on the following systems: Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air conditioner, 36.0 kStuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.22 Blower door test: Htg: 0.35 Clg: 0.18 ACHnat In accordance with IECC, building Inputs, such as setpoints, Infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the "prevailing federal minimum standards" as of November. 2004. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. 07-20 l 3 7 a RESPONSE ELECTRIC 2999 SWITZER "E PHONE/FAX 276-8228 COLUMBUS, OHIO 43219 PANEL SCHEDULE BRKR POS DESCRIPTION DESCRIPTION POS BRKR 40-AMP 1 220V 220V 2 30-AMP 2-POLE 3 WALL OVEN DRYER 4 2-POLE 40-AMP 5 AIR 220V 6 30-AMP 2-POLE 7 CONDITIONER COOKTOP 8 2-POLE 9 SPARE SPARE 10 11 SPARE SPARE 12 20-AMP 13 DINING ROOM FAMILY ROOM 14 20-AMP 20-AMP 15 DINETTE WASHER 16 20-AMP 20-AMP 17 MICROWAVE REFRIGERATOR 18 20-AMP 20-AMP 19 KITCHEN GFI BATH GFI 20 20-AMP 20-AMP 21 KITCHEN GFI WHIRLPOOL 22 20-AMP 15-AMP 23 FURNACE DISPOSAL 24 15-AMP 15-AMP 25 SUMP PUMP DISHWASHER 26 15-AMP 15-AMP 27 GARAGE GFI GDO OUTLET 28 15-AMP 15-AMP 29 SECURITY OUTLET GDO OUTLET 30 15-AMP 15-AMP 31 LIGHTING LIGHTING 32 15-AMP 15-AMP 33 LIGHTING LIGHTING 34 15-AMP 15-AMP 35 LIGHTING LIGHTING 36 15-AMP 15-AMP 37 LIGHTING LIGHTING 38 15-AMP 15-AMP 39 LIGHTING/SMOKEDET LIGHTING 40 15-AMP LOAD CALCULATION SHEET 3903 SQUARE FOOT @ 3 VA PER FOOT 11709 2 GARAGE DOOR OPENERS-1500VA 3000 4 SMALL APPLIANCE CIRCUITS -1500 VA 6000 2 LAUNDRY CIRCUITS-1500 VA 3000 SUMP PUMP 1500VA 1500 110V FURNACE -1500 VA 1500 REFRIGERATOR-1500 VA 1500 WHIRLPOOL-1500 VA 1500 DISPOSAL-1500 VA 1500 DISHWASHER -1500 VA 1500 GENERAL LIGHTING LOAD 32709 1ST 10 KVA @ 100 % OF LOAD VALUE 10000 VA REMAINING LOAD @ 40% 22709 9083.6 VA 220V COOKTOP 8000 VA 220V WALL OVEN 8000 VA AT PUMP/AIR CONDITIONING 8800 VA TOTAL LOAD 43883.6 VA VA / 240 VOLTS 182.8483333 AMPS 200 AMP SERVICE Hnderson W .Koff 1 b14 884 IeUS O-7-ao1370 Anderson/Wikoff 360 W. Waterloo Canal Winchester Ohio, Oh 43110 Phone 614-834-1099 S/N# QL-080896-15326 Proposal To: Showcase homes Dublin, OH ROOM SUMMARY SUMMER Winter Square Latent + Sensible - Total Cool Space Name BTUH Feet BTUH BTUH BTUH Tons C.F.M. Family 44,926.23 441 1,215.11 14,715.68 15,930.79 1.33 528 Hearth 3,699.58 180 787.86 3,006.87 3,794.74 0.32 125 KITCHEN 1,023.58 180 752.36 3,116.85 3,869.21 0.32 127 dINING 1,399.74 182 352.95 1,656.64 2,009.59 0.17 66 fOYER 3,436.13 56 764.82 2,418.26 3,183.08 0.27 105 dEN 1,157.21 169 349.16 1,564.74 1,913.91 0.16 63 hALL 115.71 63 318.33 707.69 1,026.02 0.09 34 MASTER bED 1,275.30 240 369.82 1,641.84 2,011.66 0.17 66 MASTER bATH 1,267.48 160 337.24 1,938.19 2,275.42 0.19 75 LAUNDRY & Cl 501.41 156 336.31 1,562.21 11898.51 0.16 63 Bonus Room 2,663.48 504 717.30 3,455.15 4,172.44 0.35 137 Bedroom #2 1,200.79 192 344.68 1,540.31 1,885.00 0.16 61 Bedroom #3 973.35 156 336.31 1,404.22 1,740.52 0.15 57 Bedroom #4 1,059.79 168 339.10 1,435.45 1,774.55 0.15 58 Loft 126.28 84 319.55 866.94 1,186.49 0.10 40 Hall Bath 170.74 60 163.96 670.00 833.97 0.07 27 Bedroom#4Bat 129.11 40 159.31 630.53 789.84 0.07 25 Totals 65,125.91 3,031 7,964.17 42,331.57 50,295.75 4.19 1,655.4 Computed results should be treated as estimates only as the weather, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. PERMIT NUMBER: CITY OF DUBLIN DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: v/L6~v 7Lot Number: ~i Reviewer: 9 PP Address: : Date: 516 U vPIAU, O 9 . 2 p ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. ? 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. ? 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 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 VI/ 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. ? 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end 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 Iv/ 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: 3904960 l0$G Effective Date: O$ •d'2• q5 ? 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat ? 27 The drawing scale is shown. 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: [APPROVED ? DISAPPROVED ? 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. 8/15/2007 N:\Engineering\POLICY\ENGPOL019.doc I v °n o X a a~" ~C) -ncnr~ o ~~J g m m o byz ~S z 0 D ? En C k3 O i N z Q C? m CO A`C 02 m b TRAFALGAR LANE 50' y m N o rl ? o o let m oop r n *i~DICATES MAJOR - ` o Qz,rj d CURB INLET >0 C) 00\ o FLOOD ROUTE N ON Po N~ w 939.00 T.C = 939.01 ° N o o°o o N N 0 H Z H 3~02~ a~ Aa 940.311 1 ro v A N W oo ~o p g o C) n d b a~ C S 84°45'03" W T B/C 11' BlC o~~' ~'o c ~ ~ 125.00' WALK 0 y - rn X 0 5 940.60 - - - --I 939.30 x r l~ 3 I'D Cl) r' ~P' °bw a n 3 oN oa ~ V' o~ ,a ~,;11 N 2Sl WALK i 15 o z CN EASEMENT 4 7 C-4 rn z o ' m r, tTj N cn SAN. SEW. TAP 25 BLDG. LINE 0 < z -Al / I N- 0- 9 Z A o ` 2 `D Z r+~> 0 > N a 29o 11 939.60 ? > LA i 1 H t3l io r'il a® a d 66~ ON I owo~o~,-~ m 4 ~e r I .00 W I B ~7~sD~ O s~S X C) 'Fre~ 00 Fd I ti ' a~~~A N rr trJ i q +4 ,fib , R d p I c 0 o 4 w, a ol CD I ~u y b b =0 am :e H l=i O H 9 ° t~N I 6~~ cni td doll S;'o o ? Urir t~ 444 A~ II II Z D-4 I ° ° - 00 \14 11 0 p ±NY~~ N Ob O~ uwiW' <~vo I M S •~S O J~~o a~6- i 01. a~ (z7 Z O 9 w0 T~~ I o ? w I 9o N 9vziR CJ j V! C c. n z o I. rr ,A I~ I ^ ro ~ mrn i ~1 ~rl " ° v ' U1 .S Q~, = i V2 D Mpa ~ 10 N "oF) titi xz m M WW m a O H ~p t~ ~'q i N a7. O m ~w •aw p I OQ O ~-y d mOOT a C) pd X o C i o M 4 I ~H o Q H ~~rrr I H n '~"i M . a ~•H tr7.Q .p_ l~ aaroro ' i a Pd A or N 84°4 03" E $ 0 0 b o td o (?J o n; ti N ; z $ M Z o 0 miryry 1t7 x ~II ' r r 013 ° i 0 II ? m Zpy 0 G N t,I E(~~m fl0 ~D0 ~~~auuu rrnnni~~, o no. ~ r J 'TJ II y l'i J mo nC7 / S`~~i ro p u P F' ICI v x° d o 00 Lkj (A 00 CYI o o; q ~n •y ALL BATHROOM EXHAUST FANS TO VENT TO THE OUTSIDE • ca~~ Ran a.~l un~w rEr>P aAZING aEAe ALL CLOTHES DRYER EXHAUSTS TO VENT TO THE OUTSIDE, ~ fT, A~'C PER T0~' RFOD EGA EGA Q°t7VPrG SIZE ~p,~ IJIDTN ~Q`+T IEGRE55 6 REQil ACTiXti MANUFACTURER SPECIFICATIONS AND MODEL TYPE GOVERN VENT VENTILRTIpVI VENT E LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS DINING ROOM 239.46 SD. FT. 2 TO BE SUBMITTED WITH PERMIT SET, IF MANUFACTURER IS 3060 NO 13.56 Sa FT. 2712 SD, FT. 1916 S0. FT. 30.93 ' Vim, cn (NEV. 3r' 6.87 S0. FT. 9,58 Sa FT. 13.74 NOT KNOWN, 25'-0" MAXIMUM RUN WITH A 5'-0" DEDUCT FOR KITCFEN/BRKFST. 1 Sa FT. o ISSUE DATE: 3.74 So. FT. z 1/27/92 EACH 90 DEGREE ELBOW, CONTRAGTOR TO VERIFY INSTALLATI 3040 ~ 6'47 sD. Fr. 30.9375' 2D" 4,3 Sa FT, REV. DATE: L CATION PRIOR TO INSTALL, ~ KITGfN/BRKFST, 347.54 Sa FT, 1 9080 SL GL, YES 65.17 Sa FT. 73.64 Sa FT. N/R 36.9375" g5" E THE PROVISIONS OF THE NATIONAL ELECTRIC CODE FAMII-Y RM. 24.16 5a Fr, N/R 28.46 50. Fr. 2 6060 NO 27.12 Sa FT. L46 S0. FT. Ili WR N/R FPA 70. SHALL GOVERN THE INSTALLATION, TESTING, FRM ICY RM. WR N/A RND OPERATION OF THE ELECTRICAL SYSTEMS. 4 3060 FIXED NO 13.56 S0. FT. - 07 N/A N/A N/R N/R PROVIDE SMOKE & CARBON MONOXIDE DETECTORS INTERCONNECT FAMILY RM. 451.22 S0. FT. 4 3060 NO 13.56 Sa FT. Wq WITH 110V. AC. AND BATTERY BACKUP ED 16272 S0. FT. 36.10 S0. FT, 3ag375' N/I s DEN 6.87 50, FT. 16.05 S0. Fr. 27.48 50. FT. IBZ.i3 Sa FT, 2 3060 NO 13.56 Sa FT. 27.12 S0. FT, 14.57 SaF .48 50. FT. 524 INSULATION EXP05ED TO ATTIC, CRAWL SPACE OF DWELLING U r. 3o.s375' 3r' 6.67 Sa FT. 729 Sa FT NIT SHALL HAVE MAX LIVING ROOM 237.76 sa Fr. 4 3060 13.74 S~. FT. FLAME SPREAD RATING OF 25 AND MAX. SMOKE DEVELOPMENT F No 13.56 Sa FT. 5224 S0. ,74 S4. FT. ACTOR OF 450. PER FT. 19.02 SOFT. 30,9375' 3r' 6.87 Sa FT. 9.5 CODE SECTION 316 MSTR, BDRM. 150. Fr. 27.4a So 48 30. FL ~B . T 22L00 S0. FT, 3 3060 NO 13.56 Sa FT. 40.68 Sa FT, • FT. ` 17.68 S0. FT. 30.9375' 26,5625" 6.67 Sa FT. 8.84 S0. FT, 20.61 ENCLOSED, INSULATED RAFTER SPACES SHALL BE PROVIDED ARM. ~z 156.95 Sa FT. 7/31/07 OR VAPOR BARRIER. WITH CROSS VENTILATION sa. Fr, z 3D5o NO 11.01 50. FT. 22.02 Sa Fr. 12.56 Sa ,FT. 3p,g375' 26,5625° 11.42 Sa FT. 6.28 Sa FT ,61 S4 FT. BDRhL •3 21aD0 S0. FT. 2 11.42 Sa FT. ARC-ERUCT CIRCUIT INTERRUPTER SHALL PROTECT ALL BRAN 3050 ~ 11.01 so. FT. 22.02 Sa FT. 16.60 Sa FT. 30.9376' QSO.FT. CIRCUITS SUPPLYING BEDROOM OUTLETS P CH 5.71 Sa FT. 8.40 S0. FT. 11.42 S0. FT. f2 SO. FT. ER NEC 210,12 (B) "4 154,00 S0. FT. 2 3050 NO 11.01 Sa FT. 22.02 Sa FT. 12.32 Sa FT. 31.0625' 26.5625° BONUS ROOM 57834 SO. Fr. 2 5.71 5a FT, 6.16 S0. FT. 11,42 S~. FT. ALL ELECTRICAL OUTLETS, WITHIN 6'-0" OF SINKS, IN GRRAG 3o5D No E OR 11.01 S0. Fr. 22.02 S0. FT. 4627 S0. FT. 31.0625" 26. BASEMENT 6 ON THE EXTERIOR SHALL BE GFCI PROTECTED P 6626 6.71 so. Fr. 42 Sp. FT. ER 23.14 Sa FT, 11.42 50. FT. NEC SECTION 210.8 FOR CODE COMPLIRN CE PROVIDE BONUS RM, , L2 50. FT. WITH 6 VENT TO FURNACE THAT PROVI MINIMUM 20 RMP BRANCH CIRCUIT SHALL BE PROVIDED. SO AIR CHANGE E DES TO SUPPLY LAUNDRY RECEPTACLE LELY VERY 30 MIN, S. PER NEC 210,11fc)(2l ALSO PROVIDE 8' TRACK LIGHT w/5 ' THAT ASSURES FIXTURES RLL PLUMBING TO COMPLY W/ THE OHIO PLU 6 F.C. OF LIGHT 30 R.F,F. MBING CODE ANY WINDOW WITHIN 2'-0" OF A DOOR ,RLL SIDELITES & SH DOORS TO BE TEMPERED PER CODE SECTIO OWER N 308.0 ATTIC ACCESS SHALL BE FRAMED NO LESS THAN 22 INCHE HAVING R CLEAR HEIGHT OF OVER 30 INCH S BY 30 INCHES ES. a ATTIC ILLUMINATION SHALL BE PROVIDED RND SWITCHE OF ATTIC ENTRANCE D RT THE POINT , GUARDRAILS SHALL HAVE A HEIGHT OF 36 INCHES AT ALL RAISED SURFACES LOCATED MORE`THAN 3 STAIRS AT RLL 0 INCHES ABOVE T VEA t OR RND _ IL HE FLO 1 tlT SPINDLE fiTi S SHAL ®1 ~1 L BE POSITIONED RS TO NOT ALLOW PASSAGE OF A 4" SPHE RE ALL HABITABLE ROOM 0A HANDRAILS HAVE MINIMUM AND MAXIMUM H WITH S SHALL BE PROVIDED EIGHTS OF 34 AND 38 STRUCTURAL MEMBERS ARE CALCULATED AGGREGATE GLAZING AREA INCHES MEASURED VERTICALLY FROM THE NOSING OF THE ON THE FOLLOWING DESIGN CRIT THAN 8 PERCENT OF NOT LESS TREAD. ERIA OF THE FLOOR AREA OF HRNpRRILS SHALL HAVE A SPACE NOT LESS THEN 1 1/Z IN 1. 40 P.S,F. LIVE LORD IN ALL LIV SUCH ROOMS. ON CHES ING AREAS RR E HALF OF THE REQUIRED BETWEEN THE WALL RND THE HANDRAIL. THE HRNDGRIP POR 2, 10 P.S.F. DEAD LORD IN RLL L EA OF GLAZING TION IVING AREAS SHRLL BE OPENABLE. t SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION 3. R, RAFTERS; 25 PSF LIVE LO OR RN APPROPRIATE SHAPE WHICH SHA DIMENSION B. ROOF TRU AD, 15 PSF DERD LOAD CRAWL SPRCE VENTILATIO LL PROVIDE RN EQUIVALENT SSES; 20 PSF TOP CHORD LIVE BY MECH N SHRLL BE POVIDED GRIPPING SURFRCE. 10 PSF ANICAL VENTILATION RT A RATE OF TOP CHORD DEAD LOAD 1.0 CFM. FOR EACH 50 SQUAB ' 10 PSF BOTTOM CHORD LIVE LOAD E FEET, PROVIDE PASSIVE RADON MITIGATION SYSTEM (DUBLIN RND S PSF B ATTIC VENTILATION SHALL B CRNRL WINCHESTER OTTOM CHORD DEAD LORD SQUARE RR E 1 TO 300 THE JURISDICTIONS ONLYI ER OF THE ATTI THAT VENTIL C SPACE. PROVIDING DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO W ATORS ARE ENSTALLEO IN THE E GARAGE RND RESIDENCE SHALL BE SEPARATED BY A MINIM RN RATIO EQUAL TO OR GREATER TH IDTH PORTION OF THE SPACE, UPPER 8'4f2"' GYPSUM BOARD STANDARD. ALL CEILINGS TO UM SHALL HAVE BRIDGING 6 TO 1 (NOMINALLY) BASED TEXTURE MATERIAL SHRLL H V RECEIVER WATER INSTALLED BETWEEN JOISTS, A E 5/8" GYPSUM BOARD APPLIED. (i,e. 2X12 JOISTS OR TALLER). ? ATTlC PENT, CALCI.JL IF HRBITABLE'SPRCE IS LOCATED ABOVE GRRRGE, 5/8" ATIOIW BOARD IS REQUIRED AT GARAGE CEILING. TYPE X GYPSUM ALL FOOTING HOUS S TO EXTEND BELOW FROST LINE, E ATTIC S0. FT, 2584,44 32" MINIMUM FROM GARDE TYPICAL U.N.O. AVERAGE SQ, , OfFNINGS SEPARATING GRRRGE AND RESIDENCE SHALL BE 34" MINIMUM FROM GRR FT, SOFFIT , W1TH 20 MIN, RATED FIRE DOORS. SEPARATED DE AT UNION COUNTY, VENT PER LINEAR FOOT ,06 • 36" MINIMUM FROM GRADE AT DUBLIN AND DELRWAR OF SOFFIT ~ SQ. FT, , E JURISDICTIONS. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL C N WIND SPEED DESIGN SQ. FT. OF ATTIC SPAC - ' 0 0 CERLED LOADS BASED ON 90 MPH f3 SECOND GUST1 E x.0034(1/3001 - REQUIRED ATTIC VENT. DRAFT OPENINGS (BOTH,VERTTCAL AND HORIZONTAL) AND EXPOSURE C, 2584,44 TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, .0034 8.79 BETWEEN A TOP STORY RND THE ROOF AND GROUN LINEAR F SPACE D SNOW LOAD 20 PSF. T. OF SOFFIT x ,067(SOFFIT/FT,) = TOTAL VENT. S0. F THE P 199.3 x .067 - T' ORTION OF A MASONRY CHIMNEY LOCATED SEE FOUNDATION PLAN FOR D - 13.35 IN THE INTERIOR OF THE BUILDING OR WI ESIGN ALLOWABLE SOIL PRESSURE. LINEAR FT, OF RIDGE VENT x .125(8 - THIN THE 105 IDGE VENT/FT,) - TOTAL VENT. SQ. FT. EXTERIOR WALL OF THE BUILDING SHALL HAVE CONCRETE DRIVEWAYS, CU x .125 - I FT. O RBS, WALKS, PATIOS. AND ANY - 13.!25 A MINIMUM RIR SPACE CLEARANCE TO COMBUSTIBLES OTHER EXTERIOR FLAT OF 2 INCHES. CHIMNEYS LOCATED ENTIRE SHALL B WORK, INCLUDING THE GARAGE SLAB THE EXTERIOR WALLS OF T LY OUTSIDE E 3500 PSI RIR ENTRAINED, ~ , w CHIMNEYS T HE BUILDING, INCLUDING HAT PASS THROUGH THE SOFFIT OR CORNICE BASEMENT AND ALL INTERIO 1, SHALL HAVE A MINIMUM RIR SPACE OF 1 INCH, R CONCRETE SLABS SHALL BE GENERAL STRUCTURAL AND ARCHITECTURAL 2500 PSI AIR ENTRAINED WITH A VAPOR BARRIER NOTES RRE INTENDED T A MINIMUM OF 6" RT ALL EDGES, LAPPED 0 AUGMENT THE CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HI DRAWINGS AND SPECIFICATIONS. SHOULD THAN RNY PORTION OF THE B GHER CONFLICTS EXIST BETWEEN THE GEN UILDING WITHIN 10 FEET, STEEL BEAMS ARE DESIGNED BASED ON AST - STRUCTURAL OR AR ERAL BUT SHALL NOT BE LESS THAN 3`FEET ABOVE THE P I M A992 (50 KSI) CHITECTURRL NOTES AND 0 NT THE DRAWINGS, THE STRICTEST PROVISION WHERE THE CHIMNEY PASSES THROUGH THE ROOF, MASONRY ~ CONCRET SH E FOUNDATION WALLS SHALL BE WATERPROOFED SHALL GOVERN. EET CONTENTS BY APPLYING AN ABOVE GRADE DAMP PROOFING P CHIMNEY TO TERMINATE WITH SPARK ARRESTOR/CHIMNEY AND BY APPLYING A B ADDUCT COVER SHEET LIGHT AND V CAP, ITUMINUOUS WATER PROOFING PRODUCT 2, GOVERNING CODE; ENTILRTION SCHEDULES 6 NOTES WITH A PROTECTIVE INSULATION BOARD BELOW STRICTEST PROVISION 1 of 5 A PROPER DRAINAGE SYSTEM SHR GRADE. 2006 R 5 AS SET FORTH BYt ELEVATIONS LL ALSO BE INSTALLED. ESIDENTIAL CODE OF OHIO 2 of S FOUNDATION PLAN THE GRADE AWRY FROM FOUNDATION WALLS SH MASONRY VENEER SHALL BE ATTAG MINIMUM OF 6 INCHES WITHIN 1 ALL FALL R 3 of 5 FIRST FL HED TO THE SUPPORTING 0 FEET. OOR PLAN WALL WITH CORROSION-RESISTANT METAL TIES 4 of 5 , 0 ROOF TRUSS AND RAFTER ANCHORAGE SHALL B SECOND FLOOR PLAN VENEER TIES SHALL BE SHEET METAL TIES NOT ALL ROOF MEMBERS. MINIMUM E PROVIDED AT 5 of 5 LESS H2.5A BY SIMPSON STRONG-TIE. A d 8 PLAN SECTIONS -THAN N0. 22 U.S. GAUGE BY 7/$, CORRUGATED, SEE ROOF FARMING FOR ADDITIONAL INF EACH TIE SHALL BE SPACED NOT~M ORMATION DETAILS WALL SECTION D ORE THAN 24 INCHES EYRIES STAIR SECTION ON CENTER HORIZONTALLY AND VERTICALLY RND SHAL AN ICE BARRIER SHALL BE PLACED FROM THE E S1 SUPPORT NOT MORE THAN 2 2/3 S L A MINIMUM OF 24" FROM INSIDE RVE EDGE TO LPI CONSTRUCTION DETAILS QURRE FEET OF WALL RRER. (ICE BARRIER SHA FACE OF THE EXTERIOR WALL. "A~~ THERE SHALL BE A MINIMUM OF 1" CLEAR SPACE BEHIN LL BE TWO LAYERS OF UNDERLAYM N FRAMING FLOOR FRR D VENEER. TOGETHER OR SELF-ADHERING POLYM E T CEMENTED MING MASONRY VENEER SHALL NOT S ER MODIFIED BITUMIN SHEETI. 8 FRAMING 800 UPPORT RNY VERTICAL LOAD OTHER ROOF S F FRAMING LAYOUT THAN THE DEAD LORD OF THE VENEER ABOVE LOPES FROM 2 UNITS VERTICAL IN 12 TRUSSES FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL UP TO TRUSS PROFILES ' UNDERLRYMENT UNITS HORIZONTAL TWO LAYERS OF „ VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON SHALL BE INSTALLED PER SE TYPICAL 8 MASON w LINTELS AS 2006 RCO.(USE OF SINGLE L CTION 89052,7 OF THE RY FOUNDATION DETAILS SPECIFIED ON PLANS, AYER OF 30 LB FELT LENGTH OF BEARING SHRLL BE N EQUIVALENT TO DOUBLE LAYER OF 1 UNDERLAYMENT IS MASONRY FIREPLACE DET • OT LESS THAN 4 INCHES. IS RLLOWED,1 5 LB FELT, DIRECT SUBSTITUTION AILS MASONRY VENEER SUPPORTED BY ,WOOD OR COLD FORME HAVE R MOVEMENT JOINT SEPARATING D STEEL SHALL ALL CONNECTIONS TO BE PER THE 2006 R THE VENEER SUPPORTED ON THE UNLESS NOTED OTHERWISE, ESIDENTIAL CODE OF OHIO. WOOD OR COLD FORMED STEEL AND VENEER SUPPORTED STEEL OR THE FOUNDATION. BY HOT ROLLED W APPROVED PLANS MUST' ~ E ON 01-- TYVEK HOUSE WRAP SHALL BE INSTALLED OVER EXT SITE fi0R ALL INSPECTION ERIOR SHEATHING IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. OW W FLASHING SHALL SE INSTALLED PER SECTION 703,7.5 AN 2006 RESIDENTIAL CODE OF OHIO AND T D 703.8 OF THE CODE. HE 2003 INTERNATIONAL RESIDENTIAL (I) tJEEP HOLES WITH BRICK VENEER SHA OF THE 2006 RESIDE LL BE INSTALLED PER SECTION 703.7.6 OL ,RES NTIAL CODE OF OHIO RND THE 2003 INTERNATIONAL IDENTIAL CODE. (IF STUCCO VENEER, SECTION 703.6.2.1 GOV ERNSI. W > = O W U 12 8 (n, REV. 10' RIDGE VENT ISSUE DATE: = 1/27/92 1x8 FASCIA REV. DATE: 1x6 FRIEZE ALUM GUTTER Ln rn m 1 O 524 1x6 STUCCO TRIM (TYP.I B. T. 7/31/07 STUCCO ix6 ?~~~~?0? ' ?~0? 6 D/S 1x8 FASCIA ~0~~0~~? 1x6 FRIEZE ALUM 1x8 FASCIA ALUM ~~00? ?C~? 1x6 FRIEZE GUTTER GUTTER SCALE; 1/8"=1'-0" SCALE, 1/8 =1'-0" m 1x6 COLOR OF DOORS & TRIM TRIM TO BE SIMILAR TO MAIN HOUSE GARAGE DOORS RRE Q ~ (TYP.I Q 2x6 DRIP CAP 4" BLOCKI 00 TO BE STEEL RA ED PANEL FLASHED STUCCO 3 5/8" CROWN 10" MLD. ~ - - 1x4 1x6 RIPS DENTIL MLD FLUTED 1x8 1x12 COLUMN 5/4x6 D~S ? rJD 10' RIDGE VENT 20' RIDGE VENT • COMPOSITION S H I N G L E S 12 12 z 12 CERTAIN TEED LANDMARK 30 YEAR 12 Q 0 DIMENSIONAL ASPHALT SHINGLE 245 LBS. PER SOURRE MAX, o SEE DETAILS EXPOSURE NOT TO EXCEEDS 5/8" ! H' 1&" O.H. N ~ , SHEET 5 of 5 COLOR = WEATHERWOOD 12 r1E O 12 ALUM ALUM w GUTTER GUTTER 0 ao ' 12 rn ' 12 0 . o0 STUCCO C0 SEE ENTRY DETAILS • STUCCO THIS SHEET STUCCO ~ STUCCO 00 w 00 ~ E w ~ ! _ Q ao J ~ ~E Q m~ ~ W fV ~ ~ ' 0 a ~ ~ ~ ~ m 0 O Z_ ~ r GH E.I.F. . ~ D/S RT BLE -1 O ~ O Lr) t W 4- W 0 COLUM COLUMBUS p l N U, REV. 1 Q ISSUE DATE: s 1/27/92 59'-O" H REV. DATE: 6/19/92 f 14'31/2" 23'_2" 21'-61/2" o N m rn FOOTING RND COURSE HEIGHTS S ~ 1 HAVE BEEN RDJUSTE~ ~ O r - - - - - - - - - - - - - - - - - - - - - - - - - - , I T~ I 524 r - - - - - - - - - - - - - - - - - - - - I I I I I I I I B.T. I I I I 7/31/07 I I I FOUNDATION REINFORCEMENT I I I PER ATTACHED DETAIL SHEET 68 28 I I I I I I I ~ I I I I I oo I I ' T I (V I I ~ ~ I ~ I 12''0" ~ 32/24 ~ I I r - - - _ - - ~ I 3" O.D, ADJ. STL. ~ _ I COL (11 GRJ ON I ~ Q I r-- 32"x32"x12" POURED I I ~ N r I CONC. FTG. I I I I I I I I I I_ 3 O,D.RDJ.STL. I I ~ I r ~ COL (11 GRJ ON I I I I I I ELEC. SERV, PANEL- 24"x24"x12" POURED _ _ _ r " - I I I I I LOCATION MRY VARY. CONC, FTG. r , I I I ' I 8x10 STEEL BEAM- I I ~ ~ I b I + - - - I I I I I 21'-7" LONG I I Q ~ SUMP PUMP m ~ _ I I _ _ , Q I I -LOCATION ' (V I r t I MAY VARY ~ ~ - I I 3 1/2" CONC. SLAB OV ,~-r-- „ i I I I VAPOR BARRIER RND 10 8 11 0 1/8 I I 4" GRAVEL BASE, I I ~ I I ~ ~I I ~ ~ I I r N I , _ ~ I I 00 I ~ -COCRI' 0~ OF FURN. & 1 _ NI ~ I N ~ ml I WATER TANK MAY ~ I I~~ VARY. _ I i ~ ~ 14 4 11 5 6 8 I I m p iv N I 3" O.D. ADJ. STL, I I I I ' ~ , I I COL, (11 GA.) ON r- I I 12 r------------------------ ~ I 24"x24"x12" POURED I F.D. ~ I _8x15 S L BERM- I m I _ ' - - I CONC. FTG. ~ I I 23'-6" NG ~ r----- ~ I o (V I I I i 00 I I ~ i I I I r , N I I I I CRS. I 11 I I I I p 3 1/2" O.D. ADJ. S I I I I I - I I COL (SCHED. 40) ON I I I o CRS. 48"x48"xl6" POURED I 12 - I I in r z I 14' 7 1/2.. r---- ~°-1" ~ I I~ I CONC. FTG, I I 4x4 . ,POST I I I _ ~ W8x31 STEEL BEAM- I I ON 12"x12' 4" CONC. SLAB OVER I I o m ' - - - - Q 0 m 14'-7" LONG I + r POURED CON . , I 4" GRAVEL BASE. I I I I FTG. (TYP.) I I I Z I 14'-4" I I CRS. I I I I ~ I r-----~-, 12 I I I I I I ~ r I I I I r l I I ~ r~ I I I ~ - I I I I FIE ` ~ _ I _ I W8x10,STEEL ERM _ I I I 13 1/2 O,D, ADJ. STL. I I I ,19 -10 LONG I I I N 0 I I COL (SCHED, 40l ON ~ I I I I ' I 00 9 -0" I I 10 -11 1/2" I CRS. I I I I 40 x40 x14 POURED 11 SLOPE I I I I o w CONC. FTG. ~ I I I I nl I I ~ o I ~I I ro , 0 I I Q I I ~ I 3 1/2 O.D. ADJ. I I I N I 2 STL, COL, ~ r---------~ I I ~ 3 r - - - ~ I 12 BLOCK I I I (SCHED. 40) ON I li~•; - --,~'il I ~ CRS, 11 ONLY I I ~ ~I I ~ 0 40 x40 x14 POURE I I; ;III FO SLAB SUPPOR I I N \ ~ I ,e. 0o I ~I CONC. F f, _ I I. .I I I I o N I. p I II TYP.) I I m N I i i i ~ ml I I I~' ~.I ~ I I I li-----------~-~ I .,i ti6 I II ,r- I ~ I I I 3 O.D. ADJ. STL, I I ~ I I ti~ I I ~ I I I I 24 24 x12 POURED ~ I I I I I o . I CONC. FTG , I S I I m 0 iD I I i ~ a;++ I '0 15,, i I h i I~ I CRS, 13 ~ ~ 12" BLOCK RT CRS. 3 1 I I CRS, 13 ONLY r _ _ _ _ _ I I L - - - - - - - - - - - - - - - ~ - - ~_~_~__._J I I FOR SLAB SUPPORT Y OPTIONAL EXTRA I I I I L----------------~ L----- r------------- ROUGH IN ONLY I I o - I I iv I I COMPLETE BATH I I ' ~ I I w ~ I I SLAB OVER ~ I I I ~ I I ~ _ _ _ _ _ _ _ _ " ~ I I I ' NOTE; 4 CONC. SLAB W/ 3 _ _ , I _ - ~ ~ REBRR 16"OC BOTH WAYS ~ N RLL FOOTING DESIGNS BASED ON BASED ON ~J ~ I I I OVER 4 GRAVEL BASE. RN ASSUMED ALLOWABLE SOIL 3LE SOIL 0 o L _ _ _ _ _ _ _ - _ J ~ ~ BEARING PRESSURE OF 2000 PSF 2000 PSF O ~ A; n d', Z_ ~ 1'-8" 8'-O" 1'-8" D ~ 13'-4" 11'_4" 13'-4" 21'-0" n _RN v SCALE 1/~"=1'-0" W ~ W p FULL BRSEMf FULL BASEMENT (n N ~ COLUMBUS COLUMBUS Y OPTIONAL EXTRA U, REV. ARCHED DOORWAY FIRST FLOOR - 1767, SOFT. o ISSI, DINING RM. BRY SECOND FLOOR - 1270 ~ SO.FT. = 1/27 E ISSUE DATE: s 1/27/92 3037. SOFT, ~ REV. REV. DATE: 59'-0" SUN BOX BRY ADD- 50 ~SO.FT. ~ 6/19 6/19/92 TAI. BRY WOW. ADD- 12 SOFT. EA. 7/14 7/14/94 " 21'-6 1/2" - 8 .FT m DE 14 -1 1/2 23 4 BONUS RM. RDD 3 2 SO rn DE RS. m - 4„ GARAGE - 429 SOFT, ~ ~ 7'-4" 4 -10 3/4 1-10 3/ 8 0 1/2 10 0 5 3 1/2 0 9 1/4 10 9 1/ Q 1 O '3060 5060 IXED 3060 524 B.T. ~ - 7/ 0 1 3/4 x5 1/2 LVL ~ 7/31/07 STUDWRLL HT. - 20 -2 7/8 • = o m , o (2) 2x10 (2) 2x10 ~ ' N1 ING MIN. ~ °x ~ SEE FAMILY RM. TALL WALL oxD in o X 3 o R AMING SHEET N ° ' 0o HDR. HDR. m FARMING ON FL00 FR m ~ s AX.I3ELOVV 7 l4 M N ~~~HQL~ TQ~ TF , ~ G MIN. N IN R 3 X ~ Lf 9080 TRIPLE SL. GL. D • I~~~ ~ (2l 1 3/4"x 1 1/4" HDR. rn ~ ~~a M 3040 _ _ • CEIL. FRN ~ b _ ROUGH-IN i , o ~ TWIN 306 H.B. I ~ I ' STD. ~ iv (2) 1 3/4"x9 /4" LVL HDR. ~ - - - oo,, a - - ~ I w N ~ ~ DISP: (D ' ~ ~ N • • • i ~ CAB. SOFFITS RES. CPT. :i ~ ~ 36 x74 ~ 7'-1 1/2" ~ Y OPTIONAL EXTRA i ISLAND TOP ~ - N in CARPET UR- 4'-1" Q 0 _ _ ~KF~T. _ I iv ~ - - - - ~ 2._2.. ' ~ I ~ ' ~ ~ WALK-IN PANTRY 13 10 0 0 in ~ N RES. (3 x 3 m ~ o - - LVL KING STUDS LAUNDRY TUB ~ i jn ~ 60 ISLAND BRS ~ m WHERE INDICATED LAUND. WALL CAB• CARPET 14' 6" 3'-0" 3'-0" 0 Q - - - - W BAR - - (2) 2x8 -IN m HDR. ON Y 3080 C.O. RES. , _ I` CPT. RES ~ , BAR N ~ 3'-11" - R L N r - - - - - - ~ 3 N m REFR SPACE I I - - - w 3080 I ~ C.O. _ cA ~ _ ~ o x L r = ~ w in NOTE; ~ iv ~ o to N N 8 -7 5/8 HGT. w/ BONUS RM. a v ~ ~ ~ in m - r- ~ IO ~I u a i_ 2 8O I r i l , I O W 1~1 OC I O -61/2 811 61/2 - X DpnnDD p 36 vA ~ I I I I I v l ACCESS IF ° m NOTE; ao OPT./EXTRA ~ I I PANTRY ¢ o ~ ® INDICATES NON STANDARD u~ L _ J ~ _ NO BONUS RM. ¢ o ~ _ ARCHW3Y= S.~E_SI~T~S_ ~ 6 -1 1/2 3 -1 _ ~ w = _ HEIGHT WALLS - RS NOTED. m ~ - - THREE CAR N o Q HIGH - _ _ - C,T• X18 2480 , oc ! ALL OTHER WALLS RRE 10 1 1/8 HIGH io V W x oD ~ u n I u~ d- SrJJL~J-LY~ ~ N ~ w (2) 1 3/4 x11 1/4 LVL BRG• WRL' W I I o ~ ALL STRUCTURAL HEADE~S ARE ~ ~ ~ 2680 s ~ - - ~ ~ N (2) 2x6 -UNLESS NOTED OTHERWISE. H ~ I ~ ~ CEIL 2X8 x o `Y' '-2" 6'-1 1/2" ~ - ~ WALL DIMENSIONAL LUMBER FARMING BASED 3ED i ~ ~ ~ ON THE FOLLOWING MINIMUM PROPERTIES; m 5 1/2 RTIES: O o ~ TYPE OF MEMBER F (si Fv(~sil E(psi) m ~ rn 1. JOISTS 1000 145 1,600,000 .,600,000 p p p ° 9'-1 1/8" HIGH ~ 11'-g" ~ 20 ,4 3/4" „ 2. BERMS 1000 145 1.600,000 1600,000 U SIDE WALL 3 ~ 6'-11 i/2" IGH ° 3. HEADERS 875 135 1,400,000 ~ n ,400,000 WALL ~ S RIR WOOD LAMINATED VENEER LUMBER (LVL) BASED BASED U CARP T ~ I RAIL C.T. PT ON THE FOLLOWING MINIMUM PROPERTIES; RTIES: b Y OPTIONAL EXTRA W1 x30 STEEL BEA _ ~ ~ Fb(~s' Fv(psi) E(Psi) psi) - ~ - - - - - - ° N o rn - LEADED GLASS DRS. 2650 285 1,900.000 ~ ~ _ 21 3 LONG o .900,000 ° N T cov ~ ~ ~ ; o ALL POINT LOADS TO BE BLOCKED SOLID o C• • • ~ NOTE W LL HT. m _ID o 9 11 7/8 W/BO US TO FINRL SUPPORT MEMBER OR FOUNDATION. • J ~ QE~I ' - N R ~TION. + ABOVE o_ o CARPET w ti ~ ALL OPENINGS UP TO 3'-4" WIDE TO HAVE WE ~ _ 3 1/2 O.D. ~ A MINIMUM 1-2x4, STUD GRRDE SPF, JACK aCK o ADJ. STL. ~ STUDS UNLESS NOTED OTHERWISE. H ~ ~ CPT C.T. ~ ~ 2' 1" -N COL. (SCHED. 4O) CEIL ~ ~ - ~ ~ ? ° , ~ N W ° RLL OPENINGS GREATER THAN 3'-4" WIDE TO .~-i (A ~ O 0 )E TO ~ STUD GRRDE SPF JACK ST = W o ~ ¢ m~ ~ HAVE 2-2x4, , TUDS o = iv ~ _ ~o UNLESS NOTED OTHERWISE•.' m ~ 480 w • -INDICATES (3l JACK STUDS TYPICAL ICHES o Icn~ ~ m 3060 TWIN ~ 3 ~ AI 3060 TWIN 2 UNLESS NOTED (2, SPFI E L ~ . 5 - x X'~ # -INDICATES QUANTITY OF NON-STD. STUDS (~2 SPF) JDS (#2 SPF) I ~ I I = (2l 2x HDR. ~ o (2) 2x HDR• I I o ~ I I H ~ ' 33 m z H.B. 3 ~ -INDICATES QUANTITY OF RIPPED LVL STUDS ~ )2x8 , # 1 3/4" WIDE BY WALL THICKNESS (2650Fb-1.9E) STUDS w • )Fb-1.9E) ' 12" SID LITES 6 wP ~ I ' T450 TRA SOM ABOVE - _ ~ 64 7-0 441/2 43 5 70 64 60 90 3050 3050 N , 1-3 1/2 W O 13'-4" 11'-4" 13'-4" 21'-0" O ~ 38'-0" 3 1/2" O.D• ADJ. STL COL (SCHED. 40) o • v W c.- Y OPTIONAL EXTRA W p a LEADED GLASS DRS. j coi_uMBUs COLUMBUS Y OPTIONAL EXTR A DELUXE BATH REV. ISSUE DATE: M.B. CEILING FRN 1/27/92 REV. DATE: L 2040 WDW HERD HT, Ln rn rn FRAME WR THESE WDWS, LL ON 7'-4 38 -0 RAISED L.V.L. 3/8 A.F.F, 0 ZL 10'-4" 10'-9 i/2" 524- 13' p.. 7 -2 9._9.. 12" SHOWE 3050 4 1/2 5 R 3060 4'- ' SEAT 0 3 60 3060 ~ 304 iv m° J Y N OPTIONAL E o ~ ~ o XTRR o ~ o ~ BONUS ROOM ~ 2468. _ OPENI NG, TO FRM. RM. CARPET iv \ WOOD RAILING ~ (V / 4~_2~~ N - T~^ ~1 ~ ~ ~ ~ i 21'-0.. o _ , , "o ~ iv ~ o CEIL. FAN ; , ~ H o ROUGH-I ~ OPT./EXTRA 4'-0"x11'- " N co N , ~ ; CPT,; (2) 1 3/4"" 4 CASED OPENING ~N STD ~ ~ ~ x9 1/4 • ` ' °D - ~ 3 HALF- LVL HERDER -BOTT \ WALL W/WOOD CR 0 ~ T-0" A.F. . u~ _ ~ W000 RRILIN P STD, I G OPT./EX T TRR d' I (f ~ D . ~ ~ I ( m ~ ~ CARPET iv ; ' ~ 9'-1 1/8.. - I~ a ~ F H GH BAG, - co ~ 12 PLANT W - ' I~ L S SH D w ~ 4 _i ~ 2468 EDGE ABOVE - - _ „ 6 R. - - _ ~ iv ~ 2~_0~~ - - - ~ I I- 1R/1S \ ~ iv I - - I o ~ m \ _ ' - _ _ I N PR. 2668 - ~ - - o 1R/1S u o 2468 N CPT. ~ 20-6 i/2 ~ \ 4._3.. RES ~ _ _ _ I \ o - y, 1 6 I ~ o OPT./EXTRA ' ~ m ~ ~ N ~ ~ ~ I ~ m I I t- W I S OPE J~ N (n \ I tiXr, I I D ¢ o I © ~ ~ - _ _ © H LF-WALL CARP ~ o°c N - - ~ ~ W C ET ; . 5 5H iv 1R/1S - -L AP ( ~ w o 2) 2x6 N o ~ o , ~ HDR, _ ° o I m 2 3~_3~, _ w N 16 R S RS 868 , w Q ~ N ~ ` ~ O \ c~ 1 2' ' _ ~ ~ ~ m N I _ R7 N ~ (n n „ N 3 in 311/2" 4~_2~~ I 00 c~DO o I cv ~ I NOTE: ~ INDICATES NON-STA _ \ I ~ I ~ ~ ~ HEIGHT WALLS - f FES NON-STANDARD 0 o ~ ~ ~ \ ~ AS NOTED. CARPET ~ I ~ I m 4 ALL OTHER WA AS NOTED. p LLS ARE 9-1 ) I _ LVL ABOVE A .S ARE 9'-1 1/8" HIGH w ~ c>a SEE ROOF FRAMING LL STRUCTURAL HEA I 4 I ti - -SHEET (2) 2x6 - DERS Rk HEADERS ARE UNLESS NOTED 0TH I CARP T ! E NOTED OTHERWISE. 13'-0 1/ " - I DIMENSIONAL LUMBER IBER FRAMING BASED 2 2 0 _ _ FRRMINt ON THE FOLLOWING 0 ~ - ~I ' - ~ _ _ YP MINIMUM f JG MINIMUM PROPERTIES: 2 1 ~ ~ - _ _ _ _ _ _ E OF MEMBER F (si F (si Ev( o E(psi) 5 S it 9 / I ~ 1, JOISTS F~ H. ~ / I 2. B 10 0 14t I ~ EAMS 1000 10 0 145 1,600,000 1000 145 11600,000 . - / I 3. HERDERS 145 I ~ / I I \ w 875 135 875 135 1,400,000 3060 TWIN 0~ & ~ _ m / I LAMINATED ~ I ~ o VENEER LUMBER (L' ~ ~ / I ~ ON THE FOLLOWING 2 LUMBER (LVL) BASED i• ~ / I ~ rn MINIMUM P~ o (2) 1 3/4"x9 1/4" ~ 3060 WIN ~ F_ (s' Fv( si MINIMUM PROPERTIES: O MW Fv( si) E(psi) LVL HDR, / ~ 2 N 650 I ~ \ 285 2650 285 1,900,000 CARPET I RLL POIN (2) 1 3/4"x7 1/4 LV / I \ T LORDS TO BE BL L HDR, I ~ TO FINAL SUPPORT OCKED I SLOPE ~ ~ MEMBER OR FOI BE BLOCKED SOLID 1EMBER OR FOUNDATION. NEE W I E---- 3040 ~ iv ALL OPE w/() DS1040E SLOPE IFLRT I \ R NINGS UP TO 3-4" WIDE / CEILING KNEE W ~ MINIMUM 1-2x4, STUD G T( 6~_4~~ HEAD HT, ~ 16'-2" A.F.F R 3-4" WIDE TO HAVE JD GRADE SPF, JACK 7-O ~ / 1 I ~ m STUDS UNLESS NOTE ADE SPF 5._ D OTHEI~WIS 8 5._8„ / I E. OTHERWISE. 7'-p" I ~ c~ ALL OPENINGS 6'-4" / I ~ HAVE 2- GREATER THAN 3'-4" 13'-4" I \ 2x4, STUD GRADE Sf~F JRCk R THAN 3'-4" WIDE TO IDE, SPF JACK STUDS ~ 11'_4" I ~ N UNLESS NOTED OTHERWIS I ~ E, 41SE. 13'_4" I ~ (2)2x8 HDR, I in • -INDICATES (3) 38-0" UNLESS NO JACK STUDS TYPICF TED (#2, SPF) STUDS TYPICAL 'F) ° 3050 ~ ~ 3 3 6._1 „ # -INDICATES O ~ 1 6,- URNTITY OF NON-STD. 1 3•_3.. a v OF NON-STD. STUDS (#2 SPF) 4 -IN y ~ ~ # DICRTES OUANTIT Y OF RIPPED LVI JF RIPPED LVL STUDS O v 2I'-0" 1 3/4 WIDE BY WALL TH S~RL ICKNESS (26 THICKNESS (2650Fb-1.9E) 0 E 1/4 -1-0 a I ~ 1 8" 00 \ N iz2 NOSING OVER lx8 FASCIA 1x6 SUB-FASCIA REV. ~ E O ISSUE DATE: 12 3/4" m z 3 5/8" ..1x8 FASCIA ~ 1 H I = 1/27/92 REV. DATE: CROWN ~ II 7/14/94 3 5/8 1x6 RAKE 'P i CROWN MOLD CROWN - ~ oo rn I MOULD - 1x4 ~ ~ N_ ~ m BnR.IDGE ~ i ~ ~ r 0 1X6 ' ~ 1x6 m m A 524 WOOD BED MOLD ~ BASE 1x6 BED MOLD B.T. 1x6 - 7/31/07 8'-11" , SCALE; 1"=1'-0" SCALE; 3/4 -1-0 SCALE; 1/4"=1'-0" Ufa. 10 7/8" 7 3/8" 00 ~ 17.. o Q Q a (2) 1 3/4"x18" LVL's oo 1 ~ o EXTERIOR E 00 SCALE, 1/4"=1'-0" WALL SCALE: 3/4"=1'-0" 3 1/2" 0 I in 12 z 12 12 Pt Q 8 RIDGE BER 0 RIDG BEA I I II II r1E I II II II II II „ II SEE DETAIL I' " ~ ABOVE II I~ I~ _ I I~ „ „ L L PER ROOF PLAN - I II II II 0 I u u n u I~ ~ ~ OND I II II II n n I~ ~ LVL Y n II ~ I' I II I' I ,I II I~ I~ y, 2x4 I II II II II I- II V I~ I~ 4 7 II n II ~0 ;-i2i-2xs-HOB.-; BEARING ~ I~ 0 WALL L.V.L. Q I I~ I' - ~ 'P9 I ,I I~ o~ ~ ~ I' ¢ ~ titi ~ ~ ~ ~ ONUS + F ~ ~ I- Z iv ti ,p P X ~ ti ~ o_ ' ° o I ~ LINE OF o ' Q 2nd FLA. Y 3 0 W --------------------00 0 ~Z- m m 11 7/8" DECK ~ m 1'-1 1/2" HIGH KNEE WALL 14" LPI DECK FURR DOWN m 3 1/2" FRONT HALF OF o0 BONUS RM. DECK ~ 2x10 JOISTS AT 16" OC m b I~ FAMILY RM. DBL. EVERY 32 0 4 m GARAGE ' W 0 0 11 7/8" DECK t v ~Ln W 14-W p v SCALE, 1/4"=1'-0" coLUMBUs IBUS Ln _ _ - _ _ N U, REV. ~ I 0 f ISSUE DATE: 7/16" O.S.B. W/ = 1, = 1/27/92 REV. DATE: CLIPS ~ 24" O.C. H R ~ 6 6/19/92 E 7/16 O.S.B. W/ E CLIPS ~ 24" O.C. ~ Ln m 1x8 FASCIA OVER pi c rn rn 1x6 SUB-FASCIA 1x8 FASCIA OVER O 1x6 SUB-FASCIA ALUM 524 GUTTER ALUM--? 2X2 B.T. GUTTER 2x2 BLOCK OUT 4 1/2" 7/31/07 3/8 PLYW D 3/8 PLYW D SOFFIT SOFFIT DIMENSION VARIES- SEE TRUSS LAYOUT ' lx FRIEZE lx FRIEZE ~ G SOLDIER COURSE F NEWhl. d PICKET DESIGN i pp , E A V E DETAIL nRY VARY FRDM THAT SFgWN ~ C) rA SCALE: 3/4"=1'-0" BRICK VENEER SCALE; 3/4"=1'-0" ~ m -n r ~ F IT II-II-1111 ~I l1 TT R 11-II-If"1111 TI ~ R-13 BATT INSUL• ~ CLIP ii ii i i ii ~i a ~i ii ~i u u ~i ~i ii u iiuiiuunuiiuuonuuii HOLD RING - i LVLs WOOD BASE JOIST BACK R 19 BATT INSUL i~\ i i i u u u n ii n n u n u i i ROM nn unnnunun iii ~ 3/4 F ti ~ ~ iiniin nuuu iiii i i ~ SHERTFiING i Im a ~ u u ~ , 4 JOIST zed FLR ~ ~ RA~ 1X10 DECK RI$~/E" BELT 4RIM ~ ? /4 LVL Q m~ I 7 RISERS ~ LVL' DES N D eorus ®7 7/16" ^ , INSULATION @ 3/8 SOFFIT ~ RM. DECK FOR 3 1 ' " C T LADDER PANEL (TYP.I 1 " 1x6 FRIEZE I BLOCK OUT I ~ 4 1/2" - I - - ~ _ g~_3~ ~ ~ ~ 2x STUD WALL ~ STAN P AN SOLDIER CRS• i~ ~ ; ; HALLWAY o PER L I scRLE: sia~~=r-D• 10 RISERS bo 0 ii ~ ~ 4 SEE ELEVATIONS S 7 7/16" ~ u\i i i KITCHEN ' FOR SIDING INSULATION VEN I ~ TYPE BRICK EER ~ m o PER SPECS ~ IF BRICK ~ ~ ~ , , VAPOR BARRIER FIBERGLAS DRAINAGE CANTILEVER DETAIL _ ~ INSUL. BOARD , , SCALE; 3/4 -1-0 3/4 T&G PLYWOOD ® ~ EXT. FND. ~ ~ 11 7/S LPI (GLUE & NRIU O 7/16 SHEATHING' ® Q WATERPROOFING MEMBRANE ~ ~ ® 2x6 DECK 5 RISERS Q ~ ~ I ~ ~ ® 3-7 x 3-1 ~ - ~ 7 9/16 Q v m BRICK BACKFILL~ O ~ VENEER ® - - - - - ANCHOR BOLTS ® ~ , PER FDN. FULL DEPT I-JOIST BLOCKING 1/2" BRICK : in SHT• ~ 24 O.C. IGHT TO IRIM BOARD CORBEL 2x6 MUD SILL ~ iv ~ o0 Q 0 ® 8 CONC. BLOCK ~ RND RDJAC T JOIST. GLUE & NAIL • 'GRRV~L• • 9 RIS R .;1 W/1 1/2 DRAINS E S TO PLYW00 SUBFLODR W/6-6d 4" CONC. ~ • • ~ ~ 7 9/16" o0 COMMON NA S• BLOCK • THRU WEEP HOLES ~ •I 6 -0 O.C. MIN• ~ ~ 2x8 MUD SILL W/ " F RSS ANCHOR BOLTS I L PER FDN. SHT. 0 P R BASEMENT STAIR OU ED HANDRAIL 6 2x4 POSTS CONC. FTG, NOT SHOWN FOR CLARITY FND. INSUL. & FND• INSUL. ~ REINFORCEMENT WATERPROOFING WATERPROOFING PER FDN. SHT. - - A /4"=1'-O" SEE DETAIL SEE DETAIL 5C LE. 1 THIS SHEET REINFORCEM NT THIS SHEET PER FDN. S T• SCALE, 3/8"=1'-0" ISO 2x8 MUD SILL R-13 BATT. INSUL. W/1/2" o SILL SEALER VAPOR BARRIER _ o H R-13 BATT o z INSULATION R-13 BATT. ~ ° ~ 4" CONC. INSUL, m w o , o o = SLAB OVER 4 ~ Q o JOIST GRAVEL BASE JOIST ~ ~ ° 0 & 6 MIL V.B. o ° TOP OF COURSE 12 COURSE 12 2x8 MUD SILL CMU WALL - • CMU W/ 1/2" . • , • • oo WEATHER LIP DER LIP CMU WALL CMU WALL WALL SILL SEALER • ~ ° • . _ ~ ANCHORS PER . ° ANCHORS PER 12 BLOCK . • LUGGED OUT FDN. SHT. FDN. SHT. TO SUPPORT ' WEEP HOLES SLAB 4 GARAGE P" GARAGE 3LAB OVER 4" ~ 16" O.C. SLAB OVER 4 iv F=4'-8" (12 CRS.) GRAVEL BASE RAVEL BASE F=5'-4" (13 CRS.) _ ~ _ " F=4'-8" (12 CRS. ~ 6 MIL V.B. 6 MIL V.B. F-0 -0 3 1/2 CONC. F_4 8 (12 CRS•) _ - SLRB F-5 4 (13 CRSJ F 5 4 (13 CRSJ CEM. COVE , . , ° ; • o • • P' , , ' • • ' ' ' CONC. FTG. CONC. FTG. CONC. FTG. , • • ~ • • ' . I P • CONC. FTG. • ~ • • • ' • • • • • • ' • • ° ~ . ~ • ~ , ~ PER FDN• SHT. VAPOR BARRIER PER FDN. SHT. VAPOR BARRIER PER FDN. SHT. P ~ P ~ ~ ' ° P OVER 4" GRAVEL OVER 4" PER PLAN BASE GRAVEL B W ~a•;,•.' ~ > r;~°';,•,• o ASE • 4 GRAVEL .o; .o: BASE 3 DIR. PERF. N @ O PLASTIC DRAIN TILE FELT FLASHING )OR ::E-- t _ SCALE; 1/2"=1'-0" D SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-0" SCALE; 1/2"=1'-D" H 0 v W ~ ~ ' W W s ~ COLUMBUS COLUMBUS t ~I 2X4 X16" O.C. STUD CONNECT RAFTER TO 3/4" OSB OR PLYWOOD WEB y TOP OF RAFTER REV. WALL WITH DOUBLE STUDS WITH (2) 1Dd STIFFENER NAILED TO I-JOIST m TOP PLATE, BEVEL CUT. BOX NATLS, ONE ~A WEB WITH (3) 8d NAILS E EACH SIDE TO BE CONTINUOUSLY (STIFFENER ON ONE SIDE OF ~ ~ ISSUE DATE: (6) Bd NAILS SHEATHED, I-JOIST RAFTER). LEAVER = ~ i 1/27/92 RAFTER ~ t6) 16d BOX NAILS RAFTER MINIMUM GRP OF 1/8" BETWEEN F PER PLAN (2) lOd NAILS PER PLAN THE IO-J IST FLANGE ER RND ~ H REV. DATE: CONTINUOUS 2X4 ONE ER. SIDE (2) lOd NAILS OSB WEB FILLER N PLATE, FASTEN TO 1" OSB x 24" ONE EACH SIDE 24' LONG ~ Lo rn rn BERM WITH (2) WEB FILLER i ROOF \ 2x8 BLOCKING ~ 16d NAILS AT 24" ON CENTER I-JOIST TRUSS PANEL STAGGER • ~ 1 1/2" BETWEEN RAFTER RAFTERS FOR NAILING O PER PLAN CEILING SEE PLAN JOISTS PER I-JOIST ROOF TRUSS DO NOT CUT 524 PLAN RAFTER PAST INSIDE CONNECT TO FACE OF BEARING. RAFTER 2x6 LEDGER ATTACHED i WEB TRUSS u/t6) "BIRDS MOUTH" BOTTOM B.T. 7/31/07 WEB FILLER PER PLAN TO RIDGE BERM v/(4) 16d FILLER 8d BOX NAILS 2x6 LEDGER, ATTACHED TO CUT RT WALL TOP PLATE, BOX NAILS AT 12" O.C. I-JOIST RAFTER RIDGE BERM W/ (4) 16d BOX ATTACH Rf~TER TD TOP PER PLANS (TYP) NAILS ®12" ON CENTER. WALL BY OTHERS PLATE WITH SIMPSON LVL BERM ~ R I I H2.5R RND ONE lOd BOX PER PLAN ~ RIDGE BERM NAIL EACH SIDE. CONNECT TO ROOF PER PLAN TRUSS WITH rRUSS SECTION A-A (6l Sd BOX NAILS T-r T (2) 2X4 BIRDS MOUTH RAFTER/TRUSS DETAIL 1 RAFTER/TRUSS DETAIL 2 RIDGE/RAFTER DETAIL 3 CUT RAFTER DETAIL 4 NTS S1 NTS S1 NTS S1 NTS S1 LEG DOWN LVL I-JOIST 9d (BOTH FLRNGESI ~ %.Rw T-JOIST FULL DEPTH PER PLAN 6' o.c. IL_ I-JOIST BLOCKING ~4" ose coR EOLpU 4 Y` BOTH sloES of Jolsr. cAS Rego Br oESlcw (1) Bd TOE NAIL TO Q JOIST EACH SIDE RT ° 1/8" gep BOTH ENDS I-JOIST ° mldm 1Dd NAIL TO I-JOIST ° FULL DEPTH I-JOIST TOP CHORD OF PER PLAN ° ° ° BLOCKING RT EVERY ~ WEB STIFFENER, MINIMUM I-JOIST. ° ° OTHER SPACE WHEN 1/8 GRP. 3/4" OSB, BOTH SIDES OF ° ° I-JOISTS LAP OR BUTT I-JOIST. WITH (3) 8d NAILS 2X4 SQUASH ° OVER BEARING FROM EACH FACE. BLOCKS, 1/16" ~ (DO NOT USE lx MATERIAL) TALLER 0 lOd TOE-NAIL THAN Fitler Block (1) 8d NAIL TO PLATE, TO PLATE I-JOIST DEPTH. EACH SIDE RT BOTH ENDS OS8 RIM B0. ~ PLAw ¦CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT SAT BERRWG BEARING ¦ WEB STIFFENER ONLY REQUIRED WALL TOP EACH SUPPORT RND AT 8'-0" ON CENTER. suPPORT fl) lOd NAIL TO SUPPORT WHERE INDICATED ON PLANS PLATE, (FILLER BLOCK TO BE PER MRNUFRCTURER'S SPECIFICATIONS) 'S) ~,3~ BELOw PLATE RT EACH BELOW ¦PROVIDE 4'-0" FILLER BLOCKS RT RLL CONCENTRATED LORDS. SIDE OF WEB (TYP) CENTER FILLER BLOCKS ON LORD, S. ¦FASTEN FILLERS THROUGH I-JOIST WEBS USING (2) ROWS OF Bd NAILS STAGGERED AT 6" ON CENTER, CLINCH NAILS WHEN POSSIBLE. ¦FLOOR SHEATHING TO BE GLUED AND NAILED TO EACH I-JOIST. OR `BEARING - INTERI IST. 5 CKING DETAIL 6 WEB STIFFENER ~ ~ B - 9 ' . REINFORCED CRNTIL VER DETAIL BLO DETAIL S~URSH BLOCK DETAIL DOUBLE I JOIST (CONNECTION NTS S1 NTS Si NTS ~ S1' ,NTS ` 51 NTS Si D (1) lOd NAIL THRU HANGER PER PLAN - ~ ' ' ° ' ' ' ~ RIM BOARD TO ERCN ' FULL DEPTH I-JOIST FLANGE AT EVERY CH ' I-JOIST BLOCKING ' ~ PLC I-JOIST 0 Bd NAILS AT 6" ~ ` ' O.C. 1" FROM EDGE ~ OSB RIM BOARD 0ARD r~ PER PLAN (MATCH ° saME DEPTH TO I-JOISTS) (MATCH as RFiFTER SPACING (3) lOd NAILS THRU I-JOISTS) NAILS THRU T o ° o JOIST FLANGE TO T FLANGE TO O 2x2 ad NatLS sr SILL PLATE BELOW Ar s' o.c. ^ 2 ON ONE SIDE RND PLATE BELOW I ONE SIDE AND ° 1 ON THE OTHER SIDE ° ° THE OTHER SIDE 2x4 CUT ° ° TO FIT WEB FILLER paBLE EHB SRI BBD. BOTH SIDES d TOE NAIL FASTEN RIM BOARD TO TO PLATE PLATE~W/(1) lOd NAIL 1 3/4" BACKER BLOCK; OSB THICKNESS M1~ 2¦4 FILL ~ T a 6" O.C. (TOE NAILED MIN, BAG. SILL TO "FLUSH' OUT WEB BY 12 LONG. FILLER RS REQUIRED ~ FROM EXTERIOR 5IDE1 PLATE SILL PLATE ATTACH WTH (10l lOd NAILS. PER DOUBLE I-JOIST taOOEx DETAIL I-JOIST PER PLAN ROOF RAFTER UNREINFORCED U V J HANGER DETAI 10 OVERHANG DETAIL li OUTRIGGER DETAIL 12 CANTILEVER DETAIL 13 _ RIM BOARD DETAIL 14 14 NTS 51 NTS S1 NTS S1 NTS S1 NTS Sl I- s1 H Q I-JOIST PER PLAN I-JOIST PER PLAN 1- SIMP`,~ON LSTR24 LL I-JOIST STRAP, OR eouAL W PER PLAN C BD. 0 9-1/2¦ BFAMR 5.1/4' SFAMS OSB RIM BD. CONT. DBL. 2x4 OSB RIM BD. (1) 16d NAIL (9-PLY) SEE SECTION 14/Sl SEE SECTION 14/Sl ON 14/ .CTION RT 12" O.C. FOR CONNECTIONS I-JOIST RAFTER FOR CONNECTIONS I- ' ~ 2° ~ (TYP) . ~ 2° 2x4 ®16" O.C, SEE PLAN S Sl : I- n U (1) Bd TOE NAIL (3) lOd NAILS THRU V J M H ,r~ EACH SIDE JOIST FLANGE TO ~ SILL PLATE BELOW CONT. 2x6 (2x4 OPTIONAL) C O T I ' ~ ~ 2 ON ONE SIDE RND ~ ~ ~ 2.. 1 ON THE OTHER SIDE FULL DEPTH I-JOIST BLOCKING ~ w ~'Et' ®24 O.C. LADDER PANEL WALL F- H FOR BEAMS UP TO 12" IN DEPTH; (2) ROWS OF i6d NAILS, STAGGER SEE SECTION 14/Sl FOR BEAMS OVER 12" IN DEPTH; (3) ROWS OF l6d NAILS FOR CONNECTIONS MASONRY FDN WALL ~ PLAr~ MASONRY FON WALL FON WALL FOR BEAMS OVER 18" IN DEPTH; (4) ROWS OF 16d NAILS ¦ ALL NAILS ARE BOX NAILS (DIR, = .131'7 osB wEe Fn-LER EACH S ~ suwsoN Lssu ~ ' CE HANGER OR EOl&il.. RLL OTHER MULTI-PLY LVL CONNECTIONS RS NOTED ON PLANS END WALL DETAIL ~ H W END WALL DETAIL END WALL DETAIL d CRAWL SPACE LEVEL 15 FOUNDATION LEVEL UPPER LEVELS 17 RIDGE/RAFTER DETAIL 16 18 MULTI PLY LVL DETAI i6 19 O NTS S1 NTS S1 NTS S1 NTS S1 NTS S1 L S1 C I- W W = --A , W M IUT9 ' 37'-11" ~ N REV. 1 si4"x11 pis" 1. FLOOR FRR ~ ~v~ MING DESIGN BASED ON o ISSUE DATE: LPI 20PLUS (1.5E) I-JOISTS BY 0" THEN 16" O.C. ~ 26" z 1/27/92 LOUISIANA PACIFIC, UNLESS NOTED, OPT. DELUXE H 2. RLL HANGERS BY SIMPSON STRONG-TIE ~ \ REV. DATE: UNLESS NOTED (ATTACHMENTS TO BE PER - - F F - 11~ r rslz MANUFACTURER'S SPECIFICATIONS) i ~ i = 0 (YP.I 3. I-JOIST ENDS TO " - _ _ _ _ - ~ ~ ~ ~ ~ i ~ 07 HAVE 1 1/8 OSB - ~ i i J Sl L - - (m ZL RIM BOARD. ~ ~ ~ ~ ~ ~ 4. DESIGN LIVE LOAD: 40 PSF N O ~ DESIGN DEAD LOAD; 15 PSF ~ 5. PARALLEL TO I-JOIST CONDITION TO ~ BONUS RM. 524 HAVE LADDER PANEL RT SECOND FLOOR J JOIST LAYOUT AND RIM BO RRD RT FTRST FLOOR. 0 KI G ~ x - B.T. ID P 6. FLOOR FRAMING SHOWN HELD IN 1/2" m DOWN 1-11 1/2 BELOW FROM PERIMETER - 7/31/07 SECOND FLOOR SEE START POINT x D T x _ E RIL THIS SHEET, ~ ~ ~ - ~ REVERSE S El. E B ~ N 7. LAMINATED VENEER LUMBER (LVL) BASED m m STD, Rl REVERSE LAP FOR STD. 13RTH PLMB'G. ON THE FOLLOWING MINIMUM PR P 0 ERTIES, ~ Fb(PSII Fv(PSI) E(PSI) D ' 0 2650 285 m 1,900,000 8. RLL POINT LORDS FROM ABOVE TO BE L U R SUPPORTED W/ BLOCKING SAME WIDTH ~ - _ - _ - - RS CALLED OUT ON FLOOR PLR - _ - - ~_i _ r s MAJOR POINT LOADS SHOWN BY • ~ i i i ~ , ~ si i T 2 ~ o0 REFER TO SHEET S1 FOR m ' - ~ ( Y I TYPICAL I-JOIST FRAMING - i " - ~ DETAILS AND CONNECTIONS (2113/4x1 7/8"LV i' _ _ _ - - - Q ~ J i - - - Q J ~ ALL BASEMENT WINDOWS REQUIRE J - (1) 1 3/4"x JOIST DEPTH LVL HEADER ~ _ o0 14 W/3" BAG. EA. END ~ b ~ x O X m ~ m 4 8 7 1 2 1 2" 3 x 8" V ~i b ~ ~ ' J 00 o 'J LS 0 n 16" THEN 16" O.C. x o ~ iv ~ I 1 m ~ , Q 2'-51/2" 0 T L E M E o SCALE; 3/16"=1'-0" r[E L K G 1 3/4"x11 7/8" I P I 3 ~ LVL (Y m ' . 0 N ( u „ 3) 1 3/4 x5 1/2 , w LVL KING STUDS HDR, PER 0 PLAN (TYP.) TEL E M E W u~ ~ J Sl I T 2 ~ TY J ~ , L 0 ( P. o ~ E E LW , d- m ~ 4' m s 6'-10 /2" 0 m _ E L E E W oo (2) " ~ ~ 1 3/4 x /4°x „ ~ o0 5 1/2 LVL ~ 1 3 x N N KING STUDS LVL STUDS 7 8' V ° o (TYP. ~ 3060) 1 3060) 3 -1 N ° ~ J N OD ~ ~ J w 00 x \ ~ ~ ~ F x d- 00 \ ~ m W v ~ q v 0 CD v ~ 0 16" THEN 16" O.C, ING z V lV ' s SCALE 3/16"=1'-0" ~ 13'-4" 11'-3" 13._4.. ~ 21 0 Z_ v 58'-il" v W ~ s W SCALE; 3/16"=1'-0" r COLUMBUS COLUMBUS A N m REV. O E- ISSUE DRTE: I fV z 1/27/92 H O REV. DATE: I _ B ~ N lfl O Ql I C rn rn (V O I p ° 12 O N 12 12 12 E -GIRDER 8 12 G 524 s 12 ~ Q o0 F n 4 B.T. L- 12 ~ ~ 7/31/Q7 2 -10 6 1/2" 6 1/2" 20'-4" '-o' 17'-0" ' 6 i/2" TAIL TAIL 4'-g" TAIL 38'-8" 38'-8" 12'-10" 2'-3" 1 8 0 o ~ I I N N 12 0 8 J , N N _ ~ O ° , o ~ K , I (D ~ N _ ~ N ~ H - 12 Q o o L , d 4 7 iv 8 iv GIRDER _ ° - ° M r fV ~ - ~ , I P II II ° II p II ~ II II ~ u fV I I I I ~ 6 i/2 I ~ ' I ~ 38,_8„ TAIL is'-r' , ; GIRDER ' ' II II II 12 II " I I , I 12 I i I I d. i I ~ II _ I I I 12 II ' ' ~ ~ ~ - 12 II i I II I I I i - II i I II ~ _ R II i , ~I II i ~ - R (1) GIRDER I I I ~ 1I- I I ~ ; I . 1 ~ ' ' ~ N ~ ~ s v2" 6 1/2" I ~ ~ . ' ~ . I• ' ' - 11'-4° TAIL TAIL c, I I i ' ~ I I ~ Prx „ ~ I I i , - ~ L, ~ II i I I~ i u , II B A i I ~ II _ 21 I li lug II I I H I J K L M I I ~ - - 0 I I ; II i ,I E D C - II ' I II I I I, II P o< II ~I ~ I I ? II ,I ~ ~I 1. ROOF TRUSS DESIGN BASED ON " Q I' PRE-MANUFACTURED ROOF TRUSSES I BY OTHERS.(ALL TRUSS TO TRUSS ~i CONNECTIONS TO BE DESIGNED BY ROOF II II TRUSS DESIGNER) )F I I ; ~ 2. ALL HANGERS BY SIMPSON STRONG-TIE ~I UNLESS NOTED (ATTACHMENTS TO BE PER 'ER I, MANUFACTURER'S SPECIFICATIONS) 0 II 3. I-JOIST RAFTER DESIGN BASED ON LPI ~ I 6 R FTE 1 /4" 8" _ I 20PLUS (1,5E) I-JOISTS BY LOUISIANA I I V AY 24 PACIFIC, UNLES NOTED. , , S C. 2x _ ~ I 4. DESIGN LOADS ~ ~ RI GE OAR I; A. I-JOIST RAFTERS, ~ ' I' 15 PSF DEAD LOAD II ' ~ N 25 PSF LIVE LORD w W B. ROOF TRUSSES II I I = ~ ~ i' 20 PSF TOP CHORD LIVE LORD II ~ ~ 10 PSF TOP CHORD DEAD LOAD ` ~ _ 10 PSF BOTTOM CHORD LIVE LORD II ° N N II I X N 5 PSF BOTTOM CHORD DEAD LOAD w _ _ ~ GI ER r _ - - - - N VALLEY IN RSECTION ~ I 5. HOLD DOWNS - - - ' ~ I A. ALL ROOF TRUSSES RND RAFTERS ARE ARE R I~ i I~ TO BE CONNECTED TO DOUBLE TOP P ~ I, i ; I PLATE WITH R MIN. OF (1) H2.5R ii BY SIMPSON OR EOUAL, UNLESS ~ ~ ~ NOTED OTHERWISE. I h W (2~_~__3/4 x14 L. ,L,. I I I B. GIRDER TRUSSES ARE TO HAVE HOLD ~ LD 0 O I ~ ' DOWNS TO RESIST THE REQUIRED (2) 1 3/4 x11 7/8' L.V.L. ~ _ ~ UPLIFT FORCES RS SHOWN ON TRUSS } ~ VALLEY (TYP. BOTH SIDES) MANUFACTURER'S DRAWINGS. USS rv z H ~ 6. LAMINATED VENEER LUMBER (LVL)BRSED ON :D ON n ~ THE FOLLOWING MINIMUM PROPERTIES ~ Fb(PSI) Fv(PSI) E(PSI) ~ . '0 2650 285 1r~00r000 ro W h SCRLE~ 3/16"=1'-0" 7. RLL DIMENSIONAL LUMBER TO BE ~2r SYP, v SYP. W ` UNLESS NOTED. i COLUMB~ COLUMBUS REVR~ 12517/03A7~. 4" T&G FLOOR SHEATHING 3/ ~ REVISIQNS4~ (NAILED AND GLUED w. ° THING, TYP. BRIM BOARD, 1/~ SHER 1 1/8 05 LL WITH ; ~®~I M~A~-L ATTACH TO MUD SI a F®~~®A~ ~ CCU USE " OSB RIM BOARD, lOd NAILS ~ 6" TOE-NAILED JOIST'. PER PLAN T ACC-~E® 1 1/8 JOIST PER PLAN ®F$C~~~~ 0 MUD SILL WITH OUTSIDE FACE. , ATTACH T GHT TO RIM BD. FROM 9 ~ 6" TOE-NRILED TI lOd NAILS OUNDATION ANCHOR 1/19/:7 THIS SHEET¦ OM OUTSIDE FACE. F _ NG E STRUCTURAL NOTE5 FR PER SCHEDULE. E FULL DEPTH I JOIST BLOCKI. 5 3-lOd NAILS PER IST " ,C, TIGHT TO RIM BORRD TYP. ®24 O A NRIL TOE-NAILED, DAMPPROOFING ABOVE AND ADJACENT JOI$T: GLUE ID PRESSURE - 45PCF MPPROOFING ABOVE i VRLENT FLU DA GRADE TO PLYWOOD SUBFLpOR W16-6d SOIL EOUI ~ r, REINFORCEMENT SIZE MAXIMUM GRADE ~ TYPICAL COMMON NAILS. 6 SPACING, C!C UNBALANCEO TYPICAL i GRADE WRLL HEIGHT L HEIGHT GRADE N (~OF COUR5E51 #8 #g a10 X11 FIL co ° 3-lOd NAILS PER EA. BLOCKING, J ~ r • 7'-4" 72" 72" 72 5 7 72 FOUNDATION ANCHOR TOE-NAILED, TYP. tii COURSES) „ EDULE. 5 TO ~ >O O „ 72" 6 3 PER SCH 8-0 72 72 72 ING, TYP. OF REINF. REINF. PER SCHEDULE RSES) WATERPROOF tit COU „ (NO BRICK) 11 GROUT SOLID. ~ 0 ~ 72" 72 72 6 P~ Oy y W Z N 04 6 6 5) 64 8° CONC. CMU 'C / ~,S t13 COURSE 5~~ TO ~ ~ ~ 0 0 =Q:D WATERPROOFING r~. OF REINF. . / BENJAMIN ~'~t AIN E-+ w J BRICK) REINF. PER SCHEDULE I! W, (NO ID. CTION 1 ~ ' ~ GROUT SOL SEE SE ~ ;p RUSSELL ; W :LL W ID PRESSURE = 60PCF FOR ADDITIONAL = 0 ~•,,q#E=66937p; to SOIL EQUIVALEN FLU ION ~ T 's,F fir' ~ CEMENT SIZE M FILTER MEMBRANE INFORMAT t, ..~~~3TEPr; ~ ; , REINFOR MAXIMU $ CONC. CMU F : NG, C1C NCED ~ HT & SPACI UNBALR ''4,, SS WALL HEIG - / ,i 0 r;fl ,J 5c A (~OF COURSES) ~ u10 X11 FILL HEIGHT ~6 9 24" MIN. GRAVEL INTERIOR ~ FOUND. MAX. - -0' ~ , „ 72" 72 5 -7 AROUND WEEP HOLES X16 O.C. 3/4 1 ~ ~ 6,, ~ ~ 7 `q ~p7 ~ 7 4 72 72 es , k;,~ OT (11 COURSES) ~ ' 8 0 56 72 72 ~ ~ ~1~'t I''~ BRICK (12 COURSES) ' ` ° ~ "CONC. " 72 6'11 - LL , ~ • VENEER 5B 72 THRU WA , ~ . N SLAB a 6 4a e , . n , << . ' = (13 COURSES) WEEP TUBE5 ~ a , • , , ; : ; , RD, ~ ~ ~r ER PLAN . ° 16" ° ' • • ~ , ° _ 1 1/8 OSB RIM BOA ~;;~0 ~ CONT. 8 X , ~ ° , . ~ • , ~ • . TO MUD SILL WITH FOOTING • ~ ~ : ~ ATTACH CONC. , , . , , o NAILS 6 TOE-NAILED , , lOd c~~{--0E®I~LE ~ 4" GRAVEL FROM OUTSIDE FACE. , F®191~9D • , BASE I-JOIST BLOCKING ~ 24" O.C. 6 SILL PLATE TD S 1/2 TO ~ FULL DEPTH ACENT JOIST. 24" O.C. bud ENT JOIST. a D IGHT TO RIM BOARD AND A 2X WALL SOIL - SOIL EQUIVALENT FOUNDATION COMPACTS 1 0 OF REINF. T 0 PLYWOOD SWBFLOOR W/6 6d .OOR W/6-6d D PRESSURE ATTACHMENT 4" HIGH AROUND (TYP. ~ BRICK) GLUE b NAIL T FLUI TYP. MIN' OMMON NAILS. FOOTING, C ' R BOLT ~ 48" o.c. - d NAILS PER EA. BLOCKING, 1/2 DIA. ANCHO MIN. EMBEOI "DIA. PLASTIC 310 t4" EDGE DISTANCE AND 5 CONT. 3 TOE-NRILED, TYP. , 45 PCF OR ,C, PERF. DRAIN TILE OR MRB15 ®24 0 3/4"=1'-0'~ TYPICAL " MU SIMPSON MA56 TO SUMP r 4 C GRADE 1 1/8" OSB RIM BOARD. - FOUNDATION ANCHOR ATTACH TO MUD SILL WITH 8" CMU SCHEDULE. " C " TOE-NAILED PER "DIA. ANCHOR 80LT a 32 O.. lOd NAILS ~ 6 SEE SECTION 1 1/2 DISTANCE RND 5 MIN. EMBED) FROM OUTSIDE FACE. ,PER 5CHEDULE OR ADDITIONAL 60 PCF (4 EDGE OR REINF F AB15 ®i6" O.C. BRICK GROUT 50LID. INFORMATION SIMP50N MRSB OR M VENEER ON WALL HEIGHT = MAXIMUM MASONRY FOUNDRTI HEIGHT = fi'-11" MAXIMUM UNBALANCED BACKFILL THIN DUBLIN IST PER PLAN MASS NOT ACCEPTABLE WI JO SIMPSON GROUT COLLAR TIGHT TO RIM BD. 3/4"=1'-0" JOINT SOLID OOR SHEATHING 3/4" T&G FLOOR SHEATHI 1/2" SHEATHING, TYP. LED RND GLUEDI GLUED) 5 1!2 TO ~ (NAI EINF. 3-10d NAILS PER JOIST , crR X'TUR OF R TYP. 1 1/8 OSB RIM BOARD, LD DISCREPENCIES (TYP. ®BRICKI TOE-NAILED, D SILL WITH AUGMENT THE DESIGN DRAWINGS. sHOU ATTACH TO MU GErERAI-. ~ L THE 5TRUCTLYtRI- NOTES RRE INTAE~ NOTES, THE STRICTEST PROVI A5E~ ~ ~ AND TWO STORY U lOd NAILS ~ 6" TOE-NAILE JOIST PER ~PLRN _AN EXIST BETWEEN THE DRFlWINGS TION WALL DESIGN HEREWITH IS B N WALLS 4 CM THE CONCRETE MASONRY UNIT FOUNDR DISTRIBUTED ALONG FOVTIpATIO 7IONS ENGINEER FROM OUTSIDE FACE. TIGHT TO RIM BD. 2. RESIDENTIAL CONSTRUCTION TtdeEHNLBI~TE CONDITIONg RND ASSUMED DESIGN cONDI DATION ANCHOR 1 BD. 3. SHOULD CONFLICTS ARISE ~ 0 PROGRESSING WITH WORK. PIICRBLE gRFETY CODE9 RIB FOUN g~„L BE NOTIFIEO~,~~TOR'S RESPONSIBILITY TO FOLLOW RLL RP PER SCHEDULE. IT IS SOLELY THE Rig OF CONSTRUCTION, ~ ~ CONp1TI0Ng RELATING TO TYPICAL HOLD 51LL PLATE DURING ALL L DIMENSIO 3-lOd NAILS PER ISl S PER IST RE(,y11,RTI0N 10R Is RESPONSIBLE FOR VERIFYING RL SITt« GRADE REINF, PER SCHEDULE 5. THE CONTRRC EXISTING SERVICE ON THE RRCHiTECTURRL DRAWINGS OUT ~/8" TION RND s wITH THE TOE-NAILED. TYP. D. TYP. EXISTING C075T SQL VERIFY ALL PERTINENT DIMENSION GROUT SOLID. 6. THE CONTRRC oR WoR~ O.C, AND NERVY DUTY THIN BRICK APPLIED PRIOR TO PROCEEDING WITH THE ~ ~ AILS $ CMU 3/4 T6G PLYWOOD 5UBF1-OOR GLUED AND ~B_ED (6d s I 7, DESIGN BASED ON NSTRUCTION AdiESIVEI STAPLES RRE NOT RpCEPTABLE TION 1 ' TYPICAL co SEE SEC TING FOR 6" cMU OR As SHOWN GN DRAwINGS. FOR ADDITIONAL GRADE FOOTINGS L FOOTINGS TO BE CONTINUOUS 9°X16 26-DRY COMPRESSIVE STRENGTH of P'c=2500 PSL tRSSUM ORMRTION CONCRETE SHAI-L HAVE A~ M~~M f Fb-2000 PSF). INF L. RI.LOWAE~E SOIL BEARING PRESSURE 0 FOUNDATION ANCHOR MON ANCHOR MA50NRY: 0 REQUIREMENTS OF RCI PER SCHEDULE. 1, MASONRY MATERIALS ~~Y STRUCTURES:' ,HEDULE. MASONRY CONSTRUCTION AND MATERIALS 5~ L CONFORM WATERPROOFING, TYP. a 530,1-05/ASCE s-o5 "SPECIFICATIONS FOR 3/4"=1'-0" ORO BEARING CONCRETE MASONRY UNIT9 -RSTM C90 - 9. HOLLOW AND SOLID L RMRL WEIC•IiT. MINIMUM COMPRESSIVE STRETNGTH 1900 PSI. , GMU UNITS TO BE LAID IN RUNNING BOND PAT ERN, 5.. TO z MGRTax REINF. a RSTM C270 TYPE S. Y VOLUME) TED LIME, OF OWABI.E FIELD MIXES. cB V 1/} TO 1/2 PART HYDRA T RIAl3. 0 BRICK) REINF. PER SCHEDU & ALL NT-LIME' 1 PART PORTLAND CEMENT, 0 ER RATE VOLUMES OF CEMENTITIOUS MR E 1/$~' 056 RIM 80RR0, (N LID. PER SCHEDULE CEME : 2 1/4 TO 3 TIMES 7HE 5UM of THE SEPA PART MA50NRY CEMENT (TYPE N), 9. 1 WITH GROUT SO SAND Y CEMENT; 1/2 PART PORTLAND CEMENT, 1 TE VOLUMES Of CEMENTITIOUS MATERIAL ATTACH TO MUD SILL SOLID. M% I 5MA 01~. 2 1/4 TO 3 TIMES THE 5UM of THE SEpRRA lOd NAILS ~ 6" TOE-NAILED JOIST PER PLAN RENG11i 2D00 PSI. R SOLID FILTER MEMBRANE 9, GROUT( TM C476. MINIMUM 26-0RY COMPRESSIVE 5T FROM OUTSIDE FRCS. a AS POINT LORD LOCATIONS TO BE GROUTED SOLID 0 8~~ CONC, CMU C. CMU 8. BLOCK RT BERM BEARING, P~ BEA~RING~ BLOCK FOR 2 COURSES BEL PLACEMENT SO RS TO FILL RLL VOIDS E~NI~ VIBRATION. C. CON50LIORTE GRWT RT TIME 012„ ~ LESS BY MEFlNS DF PWDI-INO OR NATION RND RECON50LIDRTE HOLD 5ILL PLATE 24" MIN. GRAVEL of vIBR TH I-JOIST BLOCKING ®24" 0. . CON50LIDRTE GROUT LIFTS ExCEED1NG 17' BY MEANS OF MECHANICAL „ FULL OEP pJRCENT JOIST. INTERIOR '.IOR CONSOLIORTE GROUT LIFTS ~ yETTLEMENT HAS OCCURRED, 1/10 PART HYDRATED OUT 7/8 TIGHT TO RIM BOARD RND A AROUND FOUND. WATER LOSS R RND CEMENT, R W/6-6d WEEP HOLE5 16" C AFTER INITIAL T FIELD MIX; tBY VOLUME) 1 PART PORTI- PPLIED GROU LIMES of THE cEMENTITI0U5 MATERIALS. A &NRIL TO PLYW000 SUBFLO HOLES 16" O.C. D. RCIO:rPTRBi.E : 1/} TO 3 TIMES THE 5UM of THE VDL THIN BRICK GLUE LIME, SAND 2 TD ID". OMMON NAILS. , . • : o iv fV J (D SLUMP TO BE BETWEEN 6" ENTS~ C ~ , 4. STEEL REINFORCEMENT eRR EQUIREM MAXIMUM SPACING TYPICAL A. BLOCKING, ~PDE sa EGIN AT THE 5 PER E . ~ ~ ' F=0'-0'~ 3 1 SLAB CONC. Q V, a RSTM 8615, R996 - G FORCEMENT ERRS A5 SHOWN. ERRS SH91.L B GRADE 3-lOd NAIL THRU-WALL . B. PLACE VERTICAL REUJ NRY WALL CORNERS. LED, TYP. SL HEIGHT MA50 TOE-NAI TUBES ~ ~ ~ ° ' ' n ' , SHOWN FROM RlL FULL WEEP ~ v e , OF FOOTING 1 48" p/C ' • , . OR EOJ ABOVE TOP CHOR AT : ' +575TONE ATION AN , . '•'o BACK FILL' FREE DRAINING GRAVEL MATERIAL (WASHED FOUND 1, PROVIDE 24' OF TERIRL ABOVE. ULE. "x16" ° of THE EXCAVATION, IRE RND BRCKFILL MR ~ PER SCHED CONT. 8 THE WIDTH INING MATER IS FREE u ° , ~ ' ~ c ' , BY TWEEN THE FREE DRA NATIVE 501E WHICH TER FABRIC BE 5 TO ~ DOTING FIL RRDE MRY BE RNY 50 F ~ ' z PROVIDE RBDVE TOP OF FOOTING TO FINISHED G CONC. ' " b • . • o ; ~ . 0 , 3. BACKFILL 2 K9 OVER 5' IN 5IZE, gACKFILL 50II- ~ DESIGNLOf THE MR9oPRY INF, PER SCHEDULE , • o ~ ° ' pEBRIS, ORGANIC TOP50IL, AND ROC ~ OR EOURL TO THE PRESSURE USED F OF RE REINF. ~ ~ , ~ ' , ; D P o0 4 (3 00 4" GRAVEL ~ EOUNALENT FLUID PRESSURE LESS T N, BRACES RRE TO REMAIN (NO BRICKI GROUT 50LID. ' WALL T BE PROPERLY BRACED PRIOR TO BRCKFILL~AR~TIIN PLACE RND THE MASONRY B{ TION WALLS 0 ANp FLOOR DIRP " ONC, CMU ' ' • ' BASE 4, FOUNDA UNTIL SUCH TIME THAT THE FARMING 8 C IN PLRCEBRACED PER PLAN, WATERPROOFING wRLL I5 COMPACTED 50IL 1'-0" WOOD FRAMING; TO `BE FJdGINEERED I•JOIST -NRriED CONNECTIONS TO BE PER 4" HIGH AROUND W L FLOOR JOIST MEMBERS 31'DIa1 UNLE5S NOTED OTHERWISE, TOE SEE SECTION 1 ING. TYP, MIN, 2. NAILS RRE 80X TYPE t01 NT5 FOOT W 2001 RF6PR NDS RECAIIREME FOR ADDITIONAL M TION ANCHORS ,(STAIN.ESS STEEL OR G165 GALVANIZED IF USED WITH INFORMATION ONT. 3" DIA. PLASTIC FOUI-0R L STRAPS INSTALL PER SCHEDULE RBDVE C 1. MUD SIL NTH 6 PRESSURE TREATED LUMBERI ~ ABOVE TOP of PERF. DRAIN TIL 4"=1'-0.. OR T SOLID. R,B TO PROJECT 2 1/2 INLESS STEEL OR 3/ /2" DIAMETER WITH 5" EMBED, GROU TE HERD ARE ACCEPTABLE (5TR ~ z ANCHOR BOLTS 1 FOUNDATION WALL. BENT 8RR fL OR J1, HEX HRE~RTED R ~ GlsS GALVANIZED TF USED WITH PRESSURE T 3/4°=1'-0"