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07201357 Permit File CITY OF DUBLIN. June 10, 2008 Division of Uldiag Stodards Tammy Darst 5800 Shier-Rings Road Stewart Title Agency Dublin, Ohio 43016-1236 259 Schrock Road Phone: 614.410-4600 Westerville, OH 43081 Permit Phone: 614-410-4670 Fax: 614.761.6566 Automated insertion RE: Permit Address: 6808 Myrtlestone Street line: 614.410-4680 Web Site: www.dubiin.oh.us Permit Number: 07-201357 Dear Ms. Darst: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, frey S. Tyler, O irector of Building Standards 04 /1.8/ 2008 07:58 FAX 614 228 2454 VIRGINIA HOMES 21003 Division of BuDdfing Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/PDD 614410-4670 CYTY, OF DUBLIN lupectionLinec 614140-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between _ Virginia Homes, Ltd. (Project Manager/General Contractor) Herein after known as the .!inject .klanager/General Contractor, andCenneth and Julie Hiller (Oww/C7coup mt) 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 atr 6808 Myrtlestone Street Building Permit No. 07-201357 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 coamot be approved. 3. The list of itenns, 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. Acktrowledaing plat the premises are not completed acrd that certain items, as shown, are requircmenrts of the Code of the City, Lhe 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 Contmotor agrees to complete all items as shown by (date) June 1, 2008 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 eondidonal approval, the Owner/Occupant hereby releases the City, its agent, assigns and cr ploye:es from any and all obligations and/or responsibilities related to :he 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 sho,%m as incomplete, and recognizes that the City may revoke the Conditions] Approval MUBLINDATA PER SERVERVE[tIP'ERiTHDMkW\OFFICENWP\I=S1DOMORMXONDITIONAL OCCUPANCY AORFEMRNTAft Page 1 ur2 VpdaW 4-02 04;'18'2008 07:58 FAX 614 226 2454 VIRGINIA HOMES Z004 Agreement causing the prunises to be vacatcd; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement bas in no way waived, forfeited or othz&vNise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 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, ect Manag General Contractor Date Project Manager/General Contractor (Signature) (P ease Print) Peter A. Albanese 2-1 Owner/Occupant 412- Own Occupant (Signature (Please Print) Kenneth or Julie Hiller 4Acccptzd~7 of Dublin Date COU9LTNNTA PER SERVERTERiPER\THOMEWIOFFICEWPfj)pCWOCIFORM=MDITIONAL OCCUPANCY AdiABEMENT.dac Pata2 of2 UFdaW 4.42 ,ewa t title agency of columbus April 21, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Address: 6808 Myrtlestone Street (26 Bishop's Run) Building Permit Number: 07-201357 Loan Number: Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $11,500.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Approval Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, Tammy Darst Vice President of Operations and Escrow Division (614)818-1103 259 West Schrock Road, Westerville, OH 43081-2874 614-895-0200 + fax 614-895-0394 + toll free 888-978-3927 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 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 1N r Application # 3 7 Date y O8 The undersigned inspectors checked your property at for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS ? APPROVED ? DISAPPROVED By j~ G i• u CONDITIONAL CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: V~htci_l me-5 Company: 11 4-1 Site: 6808 1yPt esione, 51, (Provide Detail Plot Ian of Lot) Q Run Ui P15 un c' Lot No: 26 Application No: 7 ~Oi 357 Subdivision: R PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk I7/5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ~6. 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: BOAS A i01000 ~i e i n gcC'a~ a t ~ Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape 17 V_ 1. 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 __7 Permit x; 0/ Project Name Project Address: Contact Person: Contact Phone: YES NO 1) Approvcdtandscape Plan & ROA YES NO 6) SigrVis'Iaffed as approved YES NO 2) Plans, Checklist & Permit on Site YES NO 7) E ukiugspares, number & striped YES NO 3) Li b1 Q walled per plan YES NO 8) Handic_g= spaces properly signed YES 4t0 4) Landscape installed per plan YES NO 9) PArking islands 7 foot minimum YES if 1VO 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 V, y -4 COMMENTS f Zoning Inspection Form PLA-120 Date 08/12/04 04!18`2008 13:34 PAX 014 228 2454 VIRGINIA HOMES 40011001 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: 07-201357 _ Project Address: 6808 Myrtlestone Sftet Lot #26 Bishops Run General Contractor: Virginia Homes, Ltd. Telephone: 6141228-0404 Fax 614 / 228-24U All registrations must be current through the issuance of a Certificate Of Occupancy, including insurance and all applicable State Certifications. TYPE NAME DUBLIN REG. # (required) EXCAVATION Eagle Grading & Excavating 121-08 ELECTRIC Safeway Electric 277-08 HVAC Amercan Air Comfort Tech 1486-08 PLUMBING Accurate Plumbing 17-08 CONCRETE JL Poured Walls 71-08 LANDSCAPING Eastside Nurse 94-08 SANITARY SEWER Eagle Grading $ Excavating 121-08 The General Contractor is required to provide a completed copy.of the above information to the Building Official at the time of the Certificate of Occupancy inspection. a-ww cky of mom SUxw*zCw Disclosure Building Permit No.: 0 7' C;(O J 31 Project Address: Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation Underground Sewer I a~ U Footing Final Electric w~ A Foundation Final Steep l,.Uo Plumbing Foundation Final HVACflP fZ.y,i - Final Gas Radon i I 11:7 17 r Preslab Piping Rough Engineering C%,kJc8 Electric (CWA) Engineering [R'o tric (Pre-Sod) ice Final 21' - BON,DlO1000 gh?,4„en a;'7 Engineering - t mbing Gas Piping I(Rough) Rough HVAC'. Final Zoning d~rJ ~anr0 Fireplace a'o oning Rough) Occupancy Z/N. Framing 3ev 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 i described below and approved it for occupancy. I ADDRESS: PERMIT NO.: % - i_O/ 3 7 f BY:~ FINAL INSPECTION DATE: I L I Building Permit No.: d 7 a643157 Project Address: ( inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Insulation ;9 4f [,s umbing t, rUnderground Sewer Footing Final Electric /yl A Foundation 6 gi 04P ~ r7i),~ `r~ Rr Final Steele ' 0Pr-:PCW-s Plumbing 'D Foundation //x/a 1-7 lJZ Final HVAC a3 ~p f2,y~ Radon [~LtJ71-7 J DA -i l s rz R - < 4. o~ k;~w i .tax ~w Final Gas 'ey Preslab Piping Rough Engineering tt-LIC9 Electric (CWA) Engineering 5-48 AP -M Q-e- Electric (Pre-Sod) Service Final 211 -h* BOKD4IOI,00fl Rough Engineering ~,,,,•f /aSbu~ (~'-/d~A~i~e. Plumbing Ila'D~ Gas Piping ,-m 6~3~ -nn~ jd ~rwc"~e+-xn~ceC J,. l~ (Rough) q~ - 1~erno~/ V6 n Rough HVAC .3'@$ Final Zoning/j, 1'dAA0 Fireplace a'o 1 66 3 Zoning Rough' ~ M Occupancy ~ API R-Ak) ~_Jv1Sts v,v~e.- /,rT~G:~~dr•/ Framin ka// g &K Te i sY Ver X 13L AP R.a,, ~.,25,~ ~ oK jag coN,o~r~dN4~~.5z>,, slate p ~z. - CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 w Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: V i r ,1 h 1 e7_ HI. Me-5 Company: Site: (,800 ~esltne 517- (Provide Detail Plot Ian of Lot) Lot No: Application No: r 2CIj?55'T Subdivision:( op ' tan SPA PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Z 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 ' a/5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) i~16. Submit "As Built" Plot Plan `Pr,- -5(9 (oS ? 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: 9101 j) -A' (O inn o" Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: z Re-Inspection: Approved 414#87* Disapproved (01,5108 ? Conditional cmoJL, and I+rbin in(et Low w- box . Inspector: Date: (.*I3/08 Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 0 Chandler Court * r T , a stemille, OH 43082 1H.1 i Anil: hoyssinc@aol.com SURV YING me (614) 895-1922 SERVTC S, MC. -Vey Fax (614) 895-1949 nstraction Fax (614) 895-9549 HOUSE STYLE TT TRT iTT :OR i•~ CO. OF I'T UQh CITY OF . .OTISUBDIVISION ? DATE 09 07 07 ORDER NO. DRN. TB/A5 f1CK91 PB. - PC'' PAGE 0 150B ? DATE 0 iCALE 1" = 61! ~-j-- =LOOD ZONE X - COMM. PANEL 390808 MINIMUMS R:~- "LANDSCAPE CODE REQUIRES AT LEAST SIX, 2-1/2 INCH DECIDUOUS TREES s: 6 /14 IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." ? ? 95.00' 930.20 930.70 E3C. I r„ I 10' EASE ? o 20' NO BUILD I ZONE W 3W;~ 1 54.00' Q 1 26 Q -W ;c O A/C UNIT I 931.40 ; c 52.00 ° o 26 , q s.. z F.F =933.90 F.F. = 933.40 0 25.17' F" 10 N T.W. = 932.401/ B.F. = 924.65 ? r') o 6.50' 11.33 r I M g 11.00 g 10.67 t M 9.00 931.40 011.00 ~ 21.67 rt • 930.80 35 BLDG, LINE o 28.67' ° U DRIVE 37.00' ° 6 SLOPE _ SAN. SEW. TAPV 1' 20' EASE 3. b8"/o E.O.S =921.80 ? p 3 3 1 q Hymn 930.30 4' m z ° 930.23 r 11.0' B/C 7O (X~ 7.0' B/C rrn ? c 930.01 INDICATES MAJOR CURB INLET EROSION z FLOOD ROUTE T.C= 929.60 CONTROL SO m _ S T ERTIFY THAT THE Q TONE STREET 50 ' ° o GRADE EBEVATIONS SHOWN 0 808 MYRTLES D CD THIS PLOT PLAN ARE THE *"NOTE: WATER SERVICE SIZE = 3/4"."~ n RESULT OF AN "AS BUILT" SURVEY PERFORMED ON NOTE : BUILDERS TO PROVIDE TREE PROTECTION DURING ALL PHASES OF CONSTRUCTION. PLOT PLAN BUILDER TO MAINTAIN J We hereby certify that the foregoing PLOT PLAN was Prepared from IavErOa OR SuaDEa SiGNatUBE DATE EROSION CONTROL information provided by the client and data obtained from Engineered Subdivision Plan. This plot plan istobe Ted uby the se ofhUenlot or the Ole purpose ofobtaining a building ~ n for a w~y~i t,"" E FOOTAGE DATA other pwpose is strictly prohibited. `pTAOr ~P got; SQUAR City RIN of C N nIJANCE ff STEVEN FOR HOMESUILDER PRICING AND ESTIMATION PURPOSES ONLY EN(CINEV 896.0 J. 1 988.0 WA K HOY LOT APPROVED AS NOTED 7313 ~ as6,o aDDDDV. „ p~ Oq X11 0~ F HOUSE 991.0 SEED DRIVE APPROACH 1970 By -.4--=--°~' - --1 .4- ' r x1931.9 =9 1:2. ? / ~ - _ _ _ _ _ _ oil o 92 52 age TC=9. y 3 930.33 4 92.93 TC=929.52 - OAR VE 93.33 DR. 92.9 3 - - 930.3 9 I 11Q Drainage ` TC 950.3 TC=930.0 N k I E $m t. 01 I -1 31.9 a~32.4 I I k 932.9 I 931.4 I ~I I i ' ~ I I 6.: ~40 41 I ~ I 42 931.2 I I I ° I i ......................i ......I.. OD o~. 25 MW f, 931.4 930 4_- - / • 25 " NBZ TC= 929.4 93 '2 ' 9.2.1 F ® 25" NBZ I 28 27 26 - q , Q I 6 As - ~ I 931.0 3 T Q, 932.4 931.9 931.4 - 932.00 of 10\ 929.60' L - - - - h 30 5 930.41 4 930.01 TC=929.60 of 3 rn - . 15 A TC=9c PMES E ST3 41 93 01 16 6-7-~ k 1 ' Drainage ESmt. C ` TC 930.4 18 T = - 932.0 'r h h r) z~ n APP-29--2r" 11:51- P.01/03 5750 Chandler Court Westerville, OH 43082 418-08.5 _ E-Mail: hoyssinc@aol.com Order No. Phone (614) 895-1922 +H ? Survey Fax (614) 895-1949 °i Construction Fax (614) 895-9549 4 GINS-ti CERTIFIED TO 5TeWAI'~ Il- Pi N(_A' COUNTY OF LENDER P.6 PG. 110 ORJD,B PG _ REV ?9 Ce H ~c7-H BUYER HILLG SCALE 1" 2(.,---- - DATE ORN C _ A), s7i ~t 2F .5 ti V/ t "~5i l 26 _ t ' r r i --q- - V ~J --------c-t:---r~-r-t-t-, -'w-7 --C~~( ] ' L"~.! L IL 1 5~C.7.On G \ I G .9 9,50 •~Y. my1t \L 5- foN ~5TP\ T ~ Q I We Iteruby ocr[ify that the furc$uing :v:ORT,3AGE LOCATION SURVEY was prcpured to accoru[mcc vith Chap=4733-38. Qitiu Administrative C tdc, and is noL a bjundury survey puns wnt to Chaptcr 4733.37, Ohia Administrative Code Ths play is prcpatcd for mor:gagc loan and title purpasos only and is rm to Ce cc.,stmcd as having been prvpurxl "or the owns or for ncc uac of the owner N, uay putpeses, THIS PROPERTY IS LOCATED IN y~F~5rNEN,O* r FLOOD ZONE x Nov 73t3 COMMUNITY PANEL " PAGE GI:~_+ G DATE By a+ 12/18/2007 10:46 9377791443 COMPONENT STRUCTURES PAGE 01/03 - Component Structures The Right Choice for your Engineered Lumber Solutions 9850 Looney Road, Piqua, Ohio 45356 ` Local: 937-778-1423 Fax: 937-778-1443 Toll Free: 800-276-6868 To: From: --;.,)7f- LAN N~~lC1 ^7r1~~ - RE: SST Ga~cS Date: -Z It Fax: Pages: 3 (including cover) F-I Urgent F~ For Review 17 Please Reply F7Please Comment Message: iAv c Tot= -52isT T4c_ ?,(zl NLF,x`r Tp L,vL 1-RC, Cz~ THr~-r tS UNflG E MKS wyGt T-- No ~ V4AVEM ? Q I'.>z- -THE--e6 . -70E L.Vi, 1S _Loopt-n TO (.APe4 -nj-- PLpoQ LoA© F M j-;= PL 12raP,6; L N g e):, 'TD +~~?ct~l-E~~ S o CuT ~A Q-r o 0 'T-" a-r `To S' n ja c A -3 O4---, -M j A A.S o A S t-FC L* E 5 N 4ci T o J c N T-H-E LV t_. ~LUiI DEC 18 2007 10:52 9377781443 PA5E.01 12/18/2007 10:46 9377761443 COMPONENT STRUCTURES PAGE 02/03 801SE" Double 1-3/4" x 11-718" VERSA--LAM® 2.0 3100 SP Floor Beam1PLOOR 1\D21 BC CALC® 9.5 Design Report - US 2 spans No cantilevers 10/12 slope Tuesday, December 18, 2007 10:31 Build 91 File Name: 07-535-0 -LOT 26 BISHOPS RUN Job Name: Virginia Homes / Lot #26 Bishops Run Description: FLOOR 1021 Address: Specifier: Dave Collins city, state, zip: , Designer: Customer: 84 Lumber - Pataskala Company: Component Structures Code reports: ESR-1040 Misc. - - ar 4 r ^I `•rT iii iT; - .i,: r , _ I ' 18-10-00 6 1 82 BO LL 677884 Ibs LL 678 Ibs LL 626 Ibs DL 2512 Ibs DL 192 Ibs OL 234 Ibs a Total of Horizontal Design Spans = 39-09.00 Live Dead Snow Wind Roof Live Load Summary Tag Description Load T e Ref. Start End 100% 90% 115"/e 133% 125"/° 01-04-00 1 Standard Load Unf. Area (psf) Left 00-00-00 39-09-00 40 10 n a 2 Reaction from Designs~FLO,.. Conc. Pt. (Ibs) Left 19-09-00 19-09-00 4908 1709 n/a 3 Reaction from FLOOR 2\D17- Conc. Pt. (Ibs) Left 26-08-00 26-08-00 444 154 n/a 4 Reaction from FLOOR 1\019... Conc. Pt. (Ibs) Left 31-09-00 31-09-00 280 80 Load Disclosure Controls Summa Value % Allowable Duration Case San Location Completeness and accuracy of Input must Pos. Moment 4715 ft-Ibs 22.2% 100% 14 1 - Internal be verified by anyone who would rely on output as evidence of suitability for Neg. Moment -9148 ft-Ibs 43.0% 100% 1 2 - Left particular application, Output here based End Shear -787 Ibs 10.0% 100% 16 2 - Right on building code accepted design Cont. Shear 7416 Ibs 93.9% 100% 1 1 - Right properties and analysis methods. Uplift 37 Ibs n/a 14 2 - Right Installation of BOISE engineered wood Total Load Defl. 1-1653 (0.365") 36.8% 14 1 products must be in accordance with Live Load Defl. 1-1829 (0.303") 43.4% 14 1 current Installation Guide and applicable Total Neg. Deft, 32.0% 14 2 building codes. To obtain Installation Guide 38.5% 14 1 or ask questions, please call Max Defl. 0.385 O 1 (888)234-0056 before installation. Span / Depth 21.1 n/a BC CALC®, BC FRAMER®, AJSTM ALLJOISTO, BC RIM BOARDTM, BCIG, Notes BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (1-1240) Total load deflection criteria. SYSTEMtns, VERSA-LAMID, VERSA-RIM Design meets Code minimum (1-1360) Live load defeotion criteria. PLUSO, VERSA-RIMS, Design meets arbitrary (1") Maximum load deflection criteria, VERSA-STRAND®, VERSA-STUDS are Minimum bearing length for BO is 1-1/2", trademarks of Boise Wood Products, Minimum bearing length for 61 is 3-112". L.L.C. Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min, end bearing + 1/2 intermediate bearing Connection Dia ram b- d r r_ . : . F L-z> Is 12- loo fv c a y L.,j L- a minimum = 2" c = 7-7/8" b minimum = 3" d = 12" Connection design assumes point load in top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered In side load analysis. Connectors are: 16d Common Nails Page 1 of 1 DEC 1B 2027 10:52 9377781443 PACE.02 12/18/2007 10:46 9377781443 COMPONENT STRUCTURES PAGE 03/03 Double 11-718" RCM 5000s-1.8 SP JoisULOOR 11D27 1301. IE Tuesday, December 18, 2007 10:31 BC CALCO 9.5 Design Report - US 1 span I No cantilevers 10/12 slope Build 91 19.2" OCS Repetitive I Glued & nailed construction File Name: 07-535-D - LOT 26 BISHOPS RUN Job Name: Virginia Homes / Lot #26 Bishops Run Description: FLOOR 11D27 x Specifier: Dave Collins Address: Designer: City, State, Zip: , Customer 84 Lumber - Pataskala Company: Component Structures Code reports: ESR-1336 Misc: B1, 1-3/4" B0, 1-3/4" LL 677lbs LL 677 Ibs OL 169 Ibs OL 169 Ibs Total of Horizontal Design Spans = 21-02-00 Load Summary Live Dead Snow Wind Roof Live Ta Descrt lion Load T e Ref. Start End 100% 90% 115'yo 133'/0 125% 19 2" 1 Standard Load Unf. Area (psf) Left 00-00-00 21-02-00 40 10 1~ Load Disclosure Controls Summa Value % Allowable Duration Case San Location Completeness and accuracy of input roust 4480 ft-Ibs 64.3% 100% 1 1 -Internal be verified by anyone who would rely on Pos, Moment output as evidence of suitability for End Reaction 841 Ibs 41.6% 100% 1 1 -Right particular application, Output here based Total Load Defl. L/491 (0.51811) 48.9% 1 1 on building code-accepted design Live Load Defl. L/613 (0.414") 78.2% 1 1 propertles and analysis methods. 0.518" 51.8% 1 1 Installation of BOISE engineered wood Max Defl, n/a 0 1 products must be in accordance with Span 1 Depth 21.4 current Installation Guide and applicable building codes. To obtain installation Guide Notes or ask questions, please call Design meets Code minimum (_1240) Total load deflection criteria. (888)234-0056 before installation. Design meets User specified (L/480) Live load deflection criteria. SC CALCASC FRAMERS, AJST". Design meets arbitrary (1") Maximum load deflection criteria, ALLJOIST®, BC RIM BOARDTM. BCIO Entered/Displayed Horizontal Span Length(s) = Clear Span + 112 min, end bearing + BOISE STO 8 T"' SIMPLE FRAMING GLULAM 112 intermediate bearing SYSTEMS , VERSA-LAMS, VERSA-RIM Composite El value based on 23/32" thick sheathing glued and nailed to joist. PLUSO, VERSA-RIMS, VERSA-STRANDS, VERSA-STUfJ® are trademarks of Boise Wood Products, L.L.C. L t Sa~S i ~l c'T L Page 1 of 1 CIT'E' OF DUBLIN Division of Building Standards - 5800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • inspection Line: (614) 410-4680 Application Number: 7, r~l 3 5-2 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: VIRGINIA HOMES Subdivision: BISHOPS RUN Lot Number: 26 Address: 6808 MYRTLESTONE LOOP Approved Foundation Elevation 932.40 Feet above mean sea level. Actual Top of Foundation 932.50 Feet above mean sea level. STEVEN Professional Seal: 7313 Signature of Surveyor- 11/612007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 3:3'n 09 Application No. l)-I r Q 1 S -7 APPLICATION FOR ELECTRICAL PERMIT Job Address Parcel No Subdivision S Lot No. 4-~(D Owner Name t~ Yl l4` ~e--~ Telephone Contractor Name Telephone Cbi LA) L~q 2--'_ -1 L9 I a Contractor Address (a 13V Zc_k-bdV_Y V\.L- S_C)t q Dublin Registration No. L-LI -'`rl Residential: New Sq. Ft. 55 13 Alteration/Addition Sq. Ft. Temporary Service $40.00 o~ /b CTU $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 $ 0' _ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating nstruction, installation, repair and alteration, and may be revoked at any time upon violation of any visions of T 'S I ignature of licensed contractor or homeowner Division of Building Standards ` v ©1;8 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 . . . . . 07-00201357 Date 1/08/08 Revision number . . . . . . . 1 Property Address . . . . . . 6808 MYRTLESTONE ST Parcel Number: 147-0111011000 Alternate Address: BISHOP'S RUN SEC 1 #26 Tenant nbr, name . . . . . . SQ FT5570 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/06/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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 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 . . . . . 07-00201357 Date 1/08/08 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 At least one design element in each vertical half. A minimum six (6) square-foot window is required to meet design element requirement. Fee summary Charged Paid Credited Due Permit Fee Total 240.00 .00 .00 240.00 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201357 Date 10/22/07 Revision number . . . . . . . 1 Property Address . . . . . . 6808 MYRTLESTONE ST Parcel Number: 147-0111011000 Alternate Address: BISHOP'S RUN SEC 1 #26 Tenant nbr, name . . . . . . SQ FT5570 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.00 Plan Check Fee .00 Issue Date . . . . vo-a?3-C)-,;[ Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201357 Date 10/22/07 Revision number . . . . . . . 1 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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 At least one design element in each vertical half. A minimum six (6) square-foot window is required to meet This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201357 Date 10/22/07 Revision number . . . . . . . 1 Special Notes and Comments design element requirement. Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 .00 .00 8344.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service , THE Builders PERMIT NUMBER 01-201-35:4 c p 1 407 Issued in Ohio Under Authority of Dublin Auditors Taxing District 273 Parcel Number 0 L Address of Property 6808 MYRTLESTONE STREET a p Subdivision BISHOP'S RUN Lot 26 Applicants Name VIRGINIA HOMES Phone Number (614) 228-0404 Email Address ROB@VIRGINIA-HOMES.COM Fax Number (614) 228-2454 Owner's Name SAME AS ABOVE Phone Number Address it c Designer's Name Phone Number ° Address It Q Builder's Name VIRGINIA HOMES Phone Number (614) 228-0404 Address 209 EAST STATE STREET Builder's ID Type of Improvement New One-Family Residential Improvement Cost $294,500.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas 4 Appliances Per Unit Number of Baths 2.5 Sewage Disposal Public Garage Type Attached Building Height 34 Water Supply Public Number Car Garage 3 c Building Zoning S Unfinished Basement 1669 1740 Y Lot Area 12,988.0 Finished Basement N/A Total % Occupied by Structure 10% Lower Level 0 Front Setback 37.00 c 1 st Floor 1669 170Y Rear Setback 54.00 2nd Floor 1583 /-C:,.9; Right Setback 25.17 a. 0 3rd Floor N/A Left Setback 6.50 a' Other Lot Width at Building Line 95.0 Garage 648 (j OVO Deck/Screened In Porch N/A Zoning District Gross Square Feet Existing Use of Property VACANT Building Area at Ground Level 2456 Living Area 3252 Flood Plain ? YES ? NO 0 z Excavator License Number Fee Schedule 0 Plumbing License Number Initial ~o Electric License Number Occupancy c c HVAC License Number Footage Fireplace License Number Zoning c 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam c State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the Gas Piping u y proposed building or structure or make the propo ed change or alteration in accordance with the plans and specifications submitted herewith, an t the informa 'on nd statements given on thi application, tr e and correct. Other aD drawings and specification re to the est of th lodge Signature of Applican Total Date Received Da e Received Date Received ~ pproved ~ Date Approved 10 Date Approved Date A v w 0 Zoning Official -151ans Examiner Issuing Authority CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No. 07-tea t3.5 2 o E E a' Date Reviewed o ~ U n c u ~ u f~ a o iz A a Plan Revie%ver's Comments & Notes Reviewed By ICO E Z c a U c, Q v o 0 Approved Disapproved o Z :1 LA N C OBBC blodel Energy Code AJEC Check worksheet required ktanual J/Electric Loads pool Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7314'rnax. riser 10"min. treads and 6'9'headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 Schedules Required on Plans; houses, additions and RJOJ.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation ? 13/8's.c. or 20 min. door and 5/8" gyp. Bd. Type "x' en all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24"net hgt. 20* rot width) max. window still hgt. 0( 4,1" a Lf. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8', habitable s,-a:o 216'x 26'8'(tnjin) R311.4.3 Landings Minimum 3'x 3' R311.2.2 Understair Protection 1/2' gyp. Bd. Type 'X" R313 Smoke Detector Locations / Bsml./ha/lway1bodrooms v, red to prime etectridba'tery pack - upfinterconnected 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 100 1/2' anchor bolt @ 6'0" ec;7' into masonry & concrete Stamped engineered founda'.on plan required for R404 Foundation wall sizes & reinforcements houses and additions R405 Foundation drainage systems R406 Damprooringor waterproofing R502.3 Floor joist(s) allowable spans / Lumber specifications requ.red on dra•riings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2' for wood & steel/3' /crmasonry & concrete R502.11.4 , Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c ~ o jA E E rJ u U w tY Ila _a c - o z Plan Reviewer's Comments & Notes U ~ a Q (A U ° O o H Z c ~ R503 Floor sheathing 8(402.2) R 506 Concrete floors on ground R602 Wood wall framing 8602.7 Headers R""02.10 Wall bracing Tablas 502.5(1) E 8502.5;? R603 Steal will framing R703.7 Masonry veneer R802 Wand roof framing Table 707.4 8802.3 Framing details Show truss profiles on roofpran R802.4 Atlowabte ceiling joist spans Rafter 6es, joist not perper.C:cular to rafters 8802.5 Allowable rafter spans R802.10 Roof trusses Stamped engineered roof trusses required at framing 000, inspection R807.1 Attic access R 1001 titasonry chimneys 22" x 30' R 1002 Facto built chirnne Spark arrestor with rain cap rer City Ordinance ry ys ? Spark arrestor with rain cap R 1003 Masonry fireplaces R 1004 Factory built rreplaces Table 1003. 1 E Figure 1007 1 R 1005 Exterior air supply P411701 Combustion air 8502.3.1 Stud size & spacing 50 cubic per 1,000 btu/h Tablo R602.3.1(2) Front & Back Form Revised 04/12/05 CITY OF DUBLIN 5800 shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: V I RQ i All ~>Q Company: Site: (Provide Detail Plot Plan of Lot Lot No: =Q- (o Application No: U7-2U1357 Subdivision: ShvP~ U ~l PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) 0711. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Fnninaarinn 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) 462-3865 (Franklin County) Ap ication No. o~ CA O 1 3 5 New ? Remodel Residential ? Commercial Date 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 6gbg ~%/,4"Cc-54_011v " `St Parcel No. Subdivision/Project Name I S ` UN Lot No. -2 (l Owner's Name V II'.1t N I 0 j or" " S Telephone ~2 9- o `f' O!/ Contractor's Name NC.C Lx- A-}- Uvw 6t w--1 37M C_ Telephone 6- 0%3 < D Contractor's Address 759 S Fi S "L i O S Dublin Registration Number G 7 - 1 -7 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? sb"~ ^y How far distant from any dwelling, well or cistern is the sewage tank? N - T~~ ll ~ What is the size of the main drain? pOf what materials do the vent pipes consist? U Of what material does the house drain consist? *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 x7 Number of remaining fixtures X $10.00 = $ 270• o3 Number of remaining fixtures X $12.00 = $ $ O.03Total Inspection Fee 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 -3 1 *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine I Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines / Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future 2 Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards 0 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201357 Date 12/12/07 Revision number . . . . . . . 1 Property Address . . . . . . 6808 MYRTLESTONE ST Parcel Number: 147-0111011000 Alternate Address: BISHOP'S RUN SEC 1 #26 Tenant nbr, name . . . . . . SQ FT5570 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 320.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/05/10 Qty Unit Charge Per Extension BASE FEE 50.00 27.00 10.0000 EA RES PLUMBING >1 FIXTURE 270.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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 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. y 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 . . . . . 07-00201357 Date 12/12/07 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 At least one design element in each vertical half. A minimum six (6) square-foot window is required to meet design element requirement. Fee summary Charged Paid Credited Due Permit Fee Total 320.00 .00 .00 320.00 Plan Check Total .00 .00 .00 .00 Grand Total 320.00 .00 .00 320.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. W19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR „ R002/Olt D 7. Zo 13 S 7 Lennox Objective Guide to Installation Comparison *k5k'r***~r~c**~r~e**~t*~tY~t~t~C**~k'~C~ct~fic~c~Y~c'7c~c~t~c~c~ck**~c~t*~c'**~c**•~c'*N~e k~,F A-x A;ic9c~c9c~c~c~ct~cF1c~c~c~c**~c LENNOX INDUSTRIES INC. AMERICAN AIR COMFORT TECH GROVE CITY, OHIO 43123 614-851-0099 ~~c~l~l~lk**~~c*~k~c~k7r'~c*~c~F'7~!)k~c~t~c*~c~c~c~tA~Y9c*~c~c~c**~c*~t*•*~r~C~C*~CJc7~)k~c~l•*k kkx•ky~c~k~Y**~c~cic**~c~t:r~t**'~C~c~cic 1.1/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 VIRGINIS HOMES STANDARD PREPARED FOR: STEVE SLIFMERS PREPARED BY : BOB BEL'T' FILE TITLE: VASTD DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 72 WINTER OUTSIDE 0 SUMMER INSIDE 72 SUMMER OUTSIDE 92 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 34 DEGREES NORTH LATITUDE 40 SUMMER AIR CHANGES PER HOUR 0.5 WINTER AIR CHANGES PER HOUR 0.7 ARFA BTUH BTUH SQ 1"1' LOSS GAIN ROOM - 1 BASEMENT IN ZONE 1 52 X 34 WALL 14A 8 INCH BLOCK NO INSUL UNFINISHED 337 12,356 2,797 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 4 97 45 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 4 97 30 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WALL 15A 8 OR 12 IN BLOCK NO INS 2-5 FIT BELOW 1,032 9,288 0 FLOOR 21A BASEMENT FLOORS •1,768 31055 0 WINTER INFIL'T'RATION 9 CFM 733 SUMMER INFILTRATION 7 CFM SENSIBLE GAIN 145 LATENT GAIN 153 DUCT LOSS MULT=.05 GAIN MULT=.05 1,281 151 TOTAL FOR ROOM 1 14,144 CU FT 1,708 SENSIBLE 26,909 3,169 LATENT 153 ROOM - 2 LIVING ROOM IN ZONE 1 13 X 12 WALL 15A 8'OR 12 IN BLOCK NO INS 2-5 FT BELOW I64 1,476 0 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E :36 936 828 TINT-TINTED SHADING-DRAPES OR BLINDS 04/19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR 4003/Oll 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 VIRGINIS HOMES STANDARD ARIA BTUH BTUH FT LOSS GAIN SHADING COEFFICIENT = 1 WINTER INFILTRATION 44 CFM 3,518 SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 698 LATENT GAIN 734 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 --296 --106 TOTAL FOR ROOM 2 1,248 CU FT 1;56 SENSIBLE 6,226 2,232 LATENT 1,194 ROOM 3 FOYER IN ZONE 1 7 X 12 WALT., 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 21 121 40 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-F '14 364 322 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 DOOR 10B HOLLOW CORE & WOOD STORM 21 499 164 WINTER INFILTRATION 43 CFM 3,420 SUMMER INFILTRATION 31 CFM SENSIBLE GAIN 679 LATENT GAIN 713 DUCT LOSS MULT=,05 GAIN MULT=.05 --220 ---60 TOTAL FOR ROOM 3 672 CU FT 84 SENSIBLE 4,624 1,264 LATENT 713 ROOM - 4 FIRST FLOOR BATH IN ZONE 1 6 X 12 WALL 12D1 R=11 + 1/2 INCH ASPHALT BOARD R-1.3 48 276 91 WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN O LATENT GAIN 0 MECHANICAL VENTILATION 50.0 CFM 3,960 1,100 DUCT LOSS MULT=.05 GAIN MULT-.05 --212 ---60 TOTAL FOR ROOM 4 576 CU FT 72 SENSIBLE 4,448 1,250 LATENT 1,156 ROOM - 5 BEDROOM 5/DEN IN ZONE 1 14 X 12 WALL 12D1 R--11 + 1/2 INCH ASPHALT BOARD R-1.3 193 1,112 364 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W IS 390 345 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 19 CFM 1,466 SUMMER INFILTRATION 13 CFM SENSIBLE GAIN 291 LATENT GAIN 306 04./,19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR f~004/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3 VIRGINIS HOMES STANDARD AhLA BTUH BTUH SQ FT LOSS GAIN DUCT LOSS MULT=:05 GAIN MULT=.05 148 50 TOTAL FOR ROOM 5 11344 CU FT 168 SENSIBLE 3,116 1,050 LATENT 306 ROOM - 6 GREAT ROOM IN ZONE 1 20 X 23 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 260 1,498 491 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 60 1,560 1,380 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 74 CFM 5,863 SUMMER INFILTRATION 53 CFM SENSIBLE GAIN 1,163 LATENT GAIN 1,223 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 446 182 'TOTAL FOR ROOM 6 7,360 CU FT 460 SENSIBLE 9,366 3,816 LATENT 1,683 ROOM - 7 KITCHEN/DINETTE IN ZONE 1 20 X 20 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 290 1,670 548 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 30 780 360 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 37 CFM 2,932 SUMMER INFILTRATION 26 CFM SENSIBLE GAIN 582 LATENT GAIN 611 PEOPLE 2 600 APPLIANCES 1200 DUCT LOSS MULT=.05 GAIN MULT=.05 269 164 TOTAL FOR ROOM 7 3,200 CU FT 400 SENSIBLE 5,651 3,454 LATENT 1,071 ROOM 8 LAUNDRY AND HALL IN ZONE 1 21 X 7 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 '188 1,083 355 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 15 390 180 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 DOOR 10B HOLLOW CORE & WOOD STORM 21 499 164 WINTER INFILTRATION 44 CFM 3,518 SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 698 LATENT GAIN 734 04/19/20 5 TUE 9:53 FAX 614 876 1702 AMERICAN AIR 2005/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSTS PAGE 4 VIRGINIS HOMES STANDARD AREA BTUH BTUH Q FT LOSS GAIN 1200 APPLIANCES 274 130 DUCT LOSS MULT=,05 GAIN MULT-.05 TOTAL FOR ROOM 8 1,176 CU FT 147 SENSIBLE 5,764 2,726 LATENT 734, ROOM - 9 DINING ROOM IN ZONE 1 13 X 12 WALL 1231 ROUPANE LOW ESPWOOD FRAME BOARD R-1.3 84 484 159 WINDOW 3D DOUBLE TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 3,518 WINTER INFILTRA'T'ION 44 CFM SENSIBLE GAIN 698 SUMMER INFILTRATION 32 CFM LATENT GAIN 734 DUCT LOSS MULT=.05 GAIN MULT=.05 --247 ---84 TOTAL FOR ROOM 9 1,248 CU FT 156 SENSIBLE 5,184 1,769 LATENT 734 ROOM - 10 BEDROOM 2 IN ZONE 1 17 X 13 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 131 755 247 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 45 11170 1,035 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 221 525 321 CEILING 16G DARK R-30 INSULATION 4,397 WINTER INFILTRATION 56 CFM 873 SUMMER INFILTRATION 40 CFM SENSIBLE GAIN LATENT GAIN 917 PEOPLE 2 600 342 154 DUCT LOSS MULT=.05 GAIN MULT=.05 TOTAL FOR ROOM 10 1,768 CO FT 21 SENSIBLE 7,189 3,230 LATENT 1,377 ROOM - 11 SECOND FLOOR BATH IN ZONE 1 11 X 8 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 88 507 166 CEILING 16G DARK R-30 INSULATION 88 209 128 WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE CAIN 0 LATENT GAIN 0 MECHANICAL VENTILATION 50.0 CFM 3,960 1,100 04/.19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR x]006/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSTS PAGE 5 VIRGINIS HOMES STANDARD AREA BTUH BTUH SQ FT LOSS GAIN DUCT LOSS MULT=.05 GAIN MULT=.05 --234 `--70 TOTAL FOR ROOM 11 704 CU FT 88 SENSIBLE 41910 1,464 LATENT 1,156 ROOM - 12 BEDROOM 3 IN ZONE 1 12 X 17 202 1,164 381 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 WINDOW 3D DOUBLE LOW WOOD FRAME ORFBLINDSF 30 780 690 TINT TINTED SHADING COEFFICIENT = 1 296 CEILING 16G DARK R-30 INSULATION 104 2, 485 485 WINTER INFILTRATION 37 CFM 582 SUMMER INFILTRATION 26 CFM S LATENT ENSIBLE GGAIN AIN 611 600 PEOPLE 2 127 DUCT LOSS MULT=.05 GAIN MULT=.05 268 68 127 TOTAL FOR ROOM 12 1,632 CU FT 204 SENSIBLE 5,628 2,677 LATENT 1,071 ROOM- 13 BEDROOM 4 IN ZONE 1 12 X 16 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1,3 209 1,204 395 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 15 390 345 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 192 456 279 CEILING 16G DARK R-30 INSULATION 1,466 WINTER INFILTRATION 19 CFM 291 SUMMER INFILTRATION 13 Cr-'M S LATENT ENSIBLE GGAIN AIN 306 PEOPLE 2 600 76 95 --176 DUCT LOSS MULT=.05 GAIN MULT=.05 1 TOTAL FOR ROOM 13 1,536 CU FT 192 SENSIBLE 3,692 2,005 LATENT 766 ROOM - 14 MASTER BEDROOM IN ZONE 1 15 X 20 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 250 1,440 472 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING--W 30 780 690 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 .300 713 436 CEILING 16G DARK R-30 INSULATION 04/.19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR 4007/011 1'1/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS. PAGE 6 VIRGINIS HOMES STANDARD AREA BTUH BTUH SQ FT LOSS GAIN WINTER INFILTRATION 37 CFM 2,932 SUMMER INFILTRATION 26 CFM SENSIBLE GAIN 582 LATENT GAIN 611 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 --293 w`139 TOTAL FOR ROOM 14 2,400 CU FT 300 SENSIBLE 61157 2,918 LATENT 1,071 ROOM - 15 MASTER BATH IN ZONE 1 15 X 10 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 IS5 1,066 349 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 15 390 180 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 19 CFM 1,466 SUMMER INFILTRATION 13 CFM SENSIBLE GAIN 291 LATENT GAIN 306 MECHANICAL VENTILATION 50.0 CFM 3,960 1,100 DUCT LOSS MULT=.05 GAIN MULT=.05 --344 -'~96 TOTAL FOR ROOM 15 1,200 CU FT 150 SENSIBLE 7,225 2,016 LATENT 1,462 ROOM - 16 WALK IN CLOSET IN ZONE 1 6 X 21 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 126 2553 181 99 183 CEILING 16G DARK R-30 INSULATION 36 62 0 FLOOR 21A BASEMENT FLOORS WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE CAIN 0 LATENT GAIN 0 DUCT LOSS MULT=.05 GAIN MULT-.05 ---46 _--18 TOTAL FOR ROOM 16 11008 CU FT 126 SENSIBLE 960 382 LATENT 0 04/11.9/200Z TUE 9:54 FAX 614 876 1702 AMERICAN AIR 4008/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSTS PAGE 7 VIRGINIS HOMES STANDARD STRUCTURE TOTALS 41,216 CU FT 4,692 SENSIBLE 107,050 3S,421 LATENT 1 4, 645 NOMINAL COOLING CAPACITY NEEDED IS 4.9 ''I'ONS (Based on a 0.75 sensible/total load ratio.) VERSION 91.04 *********....*..k..k.****************** * This Heating and Cooling Load Computation was producer using the procedures * * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated loads depends upon the * * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures for the given conditions. No warranL-y, either expressed or * * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and/or sufficiency of the information provided by this co port. **~c~c7~~c'k~C~t7~'~e~c~c~c~c'*~c~c~ic~c*~cicic~c~Y~r~c**~c~c**~c~c*~*~c~c~c~c**~cic*~k**:~~c*~r~k k+::l•a:~~9c~c~c'~Y~c~Y~c~c~t*k*~C~cic* 04/19/2005 TUE 9.54 FAX 614 876 1702 AMERICAN AIR 1009/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 8 VIRGINIS HOMES STANDARD CFM CHART FOR A 2,000 CFM BLOWER i---------------- HEATING COOLING TOTAL HEATING SENS TOTAL COOLING ROOM AREA LOSS AIR GAIN GAIN AIR NO# ROOM NAME SQ FT BTUH CFM B`UH BTUH CFM 1 BASEMENT 1768 26909 503 3169 3321 133 2 LIVING ROOM 156 6226 116 2232 3426 137 3 FOYER 84 4624 86 1264 1977 79 4 FIRST FLOOR BATH 72 4448 83 1250 2406 96 5 BEDROOM 5/DEN 168 3116 58 1050 1356 54 6 GREAT ROOM 460 9366 175 3816 5498 220 7 KITCHEN/DINETTE 400 5651 106 304 4525 181 8 LAUNDRY AND HALL 147 5764 108 2726 3460 138 9 DINING ROOM 156 5184 97 1769 2502 100 10 BEDROOM 2 221 7189 134 323'0 4606 184 11 SECOND FLOOR BATH 88 4910 92 14(54 2620 105 12 BEDROOM 3 204 5628 105 2677 3748 150 13 BEDROOM 4 192 3692 69 2005 2770 111 14 MASTER BEDROOM 300 6157 115 2918 3990 159 15 MASTER BATH 150 7225 135 20*16 3478 139 - 16 WALK IN CLOSET 126 960 18 382 ---382 15 ZONE 1 TOTALS 4692 107050 2000 35421 50066 2001 * NO WARRANTY, EITHER EXPRESSED OR IMPT.IED IS GIVEN W]:'iH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES 1N CONNECTION WITH ITS USE THEREOF. 04/19/2A5 TVE 9:54 FAX 614 876 1702 AMERICAN AIR 2010/011 WORD DATA FILE 1 DESCR,LOADS 2 DESCR,FOR STEVE 3 DESIGN,72,0,72,92,M,73,40,0.5,0.7 4 ROOM,BASEMENT,1,52,34,8,0,0,010,0..05,0.05 5 WALL,14A,172,2,72,2010 6 WINDOW,3D,1,1,1,1.5,2.5,0,N,1 7 WlNDOW,3D,1,1,1,1.5,2.5,0,S,1 8 WALL,15A,172,6,72,20,0 9 FLOOR,21A,52,34,72,20 10 ROOM,LIVING ROOM,1,13,12,8,2,0,0,0,0.05,0.05 11 WALL,15A,25,8,72,20,0 12 WINDOW,3D,1,1,1,3,6,0,E,2 13 ROOM,FOYER,1,7,12,8,0,0,0,0,0.05,0.05 14 WALL,12D1,7,8,72,20,0 15 WYNDOW,3D,1,1,1,1,7,0,E,2 16 DOOR110B,3,7,1 17 ROOM,FIRST FLOOR BATH,116,12,8,0,0,0,5010.0510.05 18 WALL,12D1,6,8,72,20,0 19 ROOM,BEDROOM 5/DEN,1,14,12,8,0,0,010,0.05,0.05 20 WALL,12D1,26,8,72,20,0 21 WINDOW,3D,1,1,1,3,5,0,W,1 22 ROOM,GREAT ROOM,1,20,23,16,2,0,0,0,0.05,0.05 23 WALL,12D1,20,16,72,20,0 24 WINDOW,3D,1,1,1,3,5,0,W,.4 25 ROOM,KITCHEN/DINETTE,1,20,20,8,2,1,0,0,0.05,0.05 26 WALL,12D1140,8,72,20,0 27 WINDOW,3D,1,1,1,3,5,0,S,2 28 ROOM,LAUNDRY AND HALL,1,21,7,8,0,1,0,0,0.05,0.05 29 WALL,12D1,28,8,72,20,0 30 WINDOW,3D,1,1,1,3,5,0,S,1 31 DOOR, 10B,3,7,1 32 ROOM,DINING ROOM,1,13,12,8,0,0,0,0,0.05,0.05 33 WALL,12D1,15,8,72,20,0 34 WINDOW,3D,1,1,1,3,6,0,E,2 35 ROOM,-BEDROOM 2,1,17,13,8,2,0,0,0,0.05,0.05 36 WALL,12D1,22,8,72,20,0 37 WZNDOW,3D,1,1,1,3,5,0,E,3 38 CEIL116G,17,13,72,20,1 39 ROOM,SECOND FLOOR BATH,1,11,8,8.,0,0,0,50,0.05,0.05 40 WALL,12D1,11,8,72,20,0 41 CEIL,16G,11,8,72,20,1 42 R.OOM,BEDROOM 3,1,12,17,8,2,0,0,0,0.05,0.05 43 WALL,12D1,29,8,72,20,0 44 WINDOW,3D,1,1,1,3,5,:0,E,2 45 CEIL,16G,12,17,72120,1 46 ROOM,BEDROOM 4,1,12,16,8,2,01010,0.05,0.05 47 WALL,12D1,28,8,72120,0 48 WINDOW,3D,1,1,1,3,5,0,W,1 49 CEIL,16G,12,16,72,20,1 50 ROOM,MASTER BEDROOM,1,15,20,8,2,0,0,0,0.05,0.05 51 WALL,12D1,35,8,72,20,0 52 WINDOW,3D,1,1,1,3,5,0,W,2 53 CEIL116G,15,20,72,20,1 04/49/2005 TUE 9:54 FAX 614 876 1702 AMERICAN AIR 4011/011 54 ROOM,MASTER BATH,1,15,10,8,0,0,0,50,0.05,0.05 55 WALL112D1,25,8,72,20,0 56 WINDOW,3D,1,1,1,3,5,0,S,1 57 ROOM,WALK IN CLOSET,1,6,21,8,0,0,0,0,0.05,0.05 58 WALL,12D1,12,8,72,2010 59' CEIL, 1 6G, 6; 21 ,'72, 20;1- 60 FLOOR,21A,6,6,72,20 w , 6740 GS' 7 Permit Number 9 "le 0 7 REScheck Compliance Certificate Checked By/Date 2003 IWC REScheck Software Version 3.6 Release 2 Data filename: C:\MECCHECK\026 BSR.rck PROJECT TITLE: LOT #26 BISHOPS RUN CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.12 DATE: 09/11/07 DATE OF PLANS: 9/11/07 PROJECT DESCRIPTION: Hiller Residence 6808 Mytlesstone Street DUBLIN, OHIO DES IGNER/CONTRACTOR: VIRGINA HOMES 209 E. STATE STREET COLUMBUS, OHIO 43215 614.228.0404 COMPLIANCE: Passes Maximum UA = 589 Your Home UA = 553 6.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U Factor A Ceiling 1: All-Wood Joist/Rafter/Truss 1802 35.0 0.0 58 Exterior Wall 1: Wood Frame, 16" o.c. 2465 13.0 0.5 171 Window 1: Vinyl Frame:Single Pane 348 0.490 171 Door 1: Solid 37 0.200 7 Wall 4: Wood Frame, 16" o.c. 370 19.0 0.5 22 Basement Wall 1: Solid Concrete or Masonry 1224 0.0 5.0 118 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 6.0' Floor 1: All-Wood Joist/T russ: Over Unconditioned Space 85 19.0 0.0 4 Floor 2: All-Wood Joist/Truss:Over Outside Air 47 19.0 0.0 2 Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements 1 sted in the EScheck Inspection Checklist. Builder/Design Date G REScheck Inspection Checklist 2003 IECC REScheck Sofware Version 3.6 Release 2 DATE: 09/11/07 PROJECT TITLE: LOT #26 BISHOPS RUN Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: All-Wood Joist/Ra$er/Truss, R-35.0 cavity insulation Comments: GARAGE CLG. NOT TO BE INSL. Above-Grade Walls: [ ] 1. Exterior Wall 1: Wood Frame, 16" o.c., R-13.0 cavity + R-0.5 continuous insulation Comments: [ ] 2. Wall 4: Wood Frame, 16" o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/6.0' insul, R-5.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: [ ] 1. Window 1: Vinyl Frame: Single Pane, U-factor: 0.490 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.200 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: FLOOR SQFT ABV GARAGE ONLY INSL. [ ] 2. Floor 2: All-Wood Joist/Truss:Over Outside Air, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number i Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: [ ] Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] Where exterior walls are used as plenums, the wall must be insulated to R-8. Insulation is not required on return ducts in basements. Duct Construction: [ ] Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% 92 52 °ge TC=92i 3 930.33 / 4 9219J TC= 929.52 - BEAR WR 93.33 DR. 92.93 1 30.3 - 921 r ~ ~`'~s N 930.5 1 Droinoge ITC 950.3 TC=930.0 m k I Em t. -7--- f - cVrn i k 1 ^3f. 9 N 932.9 . x32.4 931.4 I 1 I I 63 f40 4%I 142 I i ..1.....................j......~.. I I Q 9314 930 4 - TC=929.4 9 '2- - 9.Y2.1 0 25' NBZ 25' NBZ . I o~ 28 27 26 64 ~ I 931.0 932.4 931.4 I r I 31 o 932.00; r-- rio 10~ L rn ' 929.60 - - - - - 930.41 4 930.01 TC=929.60 3 P?RES E ST 1s 15 - - A TC=926. 93 41 93 01 ~ I UL/ k 1 " Droinoge h~ I 1 fsm f. o TC 930.4 1 T= - C30, 'UL ° - 932.0 0 - - ry CS I ~I I i 3 71 e) 63'-4" I I'-4" 52'-0" dt Ln dt 10'-I" 14'-4" II'-0" 13'-I I" 2'-8" N 006 N d^' 3030 WOOD v11 v STOOP (3) 2X6 (2) (2) 2X8 (3) 2x8 FULL FI6T. FULL H T. FU L NGT. FULL HGT. 9068 SLIDER ~ WAI-L 2X8 WALL Q w ~ w i u i ~ i u i u N 18 -10 I.0 IQ -b I I -8 I/2 tV O iv I ~ p ! H 0 DIE I N TTE I GREAT ROOM DEN ~ WD / GT I CARPET GAR ET I I> F u i I~ u u II 1/8 TJ15 ~ I II 1/8 TJI'S II 1/8 TJ15 H a _ ABOVE 'III ABOVE _ ABt7VE I~ I~ I ~I cv V W o I ~ ~ p 4 I " u w I ~ - - I) 46 60 ~ I~ w = 06 I~~ ~ III r I~ i ~N - 1 I Q~ d7' T-4 I ~ ~ 12` OVERHANG I iv - II o I I N o 4 ~ o N ~ ~ ~ - ~ i x R+ _ KITCHEN I - LINE OF FLOOR ABV. _ J - 12'-0" WD / GT ._4.. "0 4'-q U2° - - - - - ~ FLUSH BEAM e (V I~ ~ I LOWER HALL 14' FFIT ~ ~ 12'-6" CARPET m 5'-10" 4 4 - - - - ,p,4GE - (5) SHELF - - F.0. WOOD RAILING 2468 m PANTRY _ _ m ry m 2X8 WALT. Q 1 1 1 1 1 1 I ~ PWD:R R/5 2668 1 1 1 1 1 1 in WD G.T- ~ lDN I# RI I I I UP Ib ~ ~ N / b'-2" m I I I in 1 1 1 1 1 1 1 HAD IL VAN u~ (2) 2068 BI-PA55 ~ L J_ 1_ L J_ 1_ L _ 5 -3 5'-0" 4'-5" - - - u LAUNDRY ~ N 6580 F.O. ~y ~ 4 3' X 3' RESIL. ~ ~ 14 ~ 4 4 0 ~ WD STOOP ~ ~ u, u- III w p ~ 10 -4 q -8112 I m ~ O 2 68 2668 I w I I II 1/8 TJI'S d-J DINING ROOM I I FOYER ABOVE II CARPET ql I ~ / G~T• 2668 CHAIR RAIL wl I $I I 15 LITE ~ n c GROWN MOLDING Q I I O I ~ ~ ~ I I DOOR LIVING ROOM ry it - - - II 1/8 TJ15 m_ II 1/8 TJ15 I I CARPET ~ p O ABOVf A80VE I I GROWNMOLDIN6 ! - - LINE OF FLOOR ABV. I I 15 LITE - CIO ~ I 12'-21/2" b'-5" D II'-4" ' I ~ nrri~ i III GARAGE 669 I AGGI:SS I I ~ 4-4 u 122X30 1 1 ~ - ~ in DlA.STL. L----~ I 3 DIA.STL. ~ ~ ' LUMN 1 _ COLUMN - ~ ~ _ _ _ _ _ ~ - - W12X26 STEEL BEAM - - - --LINE OF FLOOR ABV, - - - - ~ Q o x N o _ NOTE: NOTE; 00 ~ ~ DROP CEILING IN GAR. FOR ROOM ABOVE RY TAP AN E N n BLOCK EACH TRU55 D WALL E D B D N ~ PROVIDE GELOTEX AT GABLE ENDS ENTIRE GARAGE PO CH ks) NG, 4 4 NOTE: ~ 5/8" FIREGODE DRYWALL ,R ON COMMON WALLS ANp CEILING Q N ROOF TRU55E5 ~ N 4 ABOVE ry 4 ~ 32'-0" 4 in O 4 8' X 7' OVERHEAD DOOR ~ 4 ~ COPYRIGHT 7001 ALL DRAI-UN6 AND WRITTEN MATERIAL APPEARING HEREIN W1,671TUfE THE ORANAL AND UNP{.191-151f1 Ib' X 1' OVERHEAD DOOR Q NORK OF DAVID50N PHILLIPS INC. 771E SAME MAY NOT BE COPIED USP.D DISCLOSED OR CONSIGNED TO A THIRD PARTY WITHOUT THI' ExPRE55 WRITTEN N CONSOIT OF PAVIP50K PHILLIP5 INC. WI-0C4 RETAI THE COMMON LAN COPYRIGHT TO T115 MATERIAL 3'-4" 3'-4" 2'-10" Ib'-0" 2'-10" I'-b" 8'-0" I'-b" b'-0" 5'-O" I'-2" b'-8" I'-2" 5'-0112" 5'-l 112" DATE: 8/30/01 21'-8" II'-O" II'-0" 9'-0" 10'-8" REYl5ED: 32'-8" 30'-8" W / SHEET # ~~fl ~~l W~~ W~ 1-2 iw ~I d- 12 8 N N6N N w N 3030 TEMP DUBLIN ~ 2bb6 DR. EXTERIOR ELEVATION NOTES: EXTERIOR ELEVATION NOTE; In LITE o SHINGLES: HORIZON SHINGLES =;~rtik.' LIFE EXPECTANCY: 30 YEAR STUGfA 5016 TRANSOM WEIGHT: 245 LB. 3030 WEATHER EXP05URE: 5 STUCCO STONE SIDING H SIDING: SMART TRIM SIDING ( WOOD SIDING 30 YR, LIFE) _ SMART TRIM SIDING FASCIA: IXb SMART TRIM (WOOD SIDING 3o YR, LIFE) LOW E GLASS WINDOWS AND DOORS P4 I H 0N0 BRICK SOFFIT: SMART TRIM VENTED ( WOOD 51DING 30 YR, LIFE ) HORIZON DIMENTIONAL SHINGLES CORNER TRIM: IXb SMART TRIM PER ELEVATION (WOOD SIDING 30 YR. LIFE) CORNER TRIM: fXb SMART TRIM PER ELEVATION Il~b" _ I,_O" WINDOW TRIM: IXb SMART TRIM PER ELEVATION FASCIA: IXb SMART TR1M ( WOOD 51DING 30 YR, LIFE ) GUTTER; ALUMINUM a RAKE: IXb SMART TRIM PER ELEVATION FREEZE BRD: IXb SMART TRIM PER ELEVATION 50FFIT: VENTED SMART TRIM WINDOW TYPE; VINYL SINLE HUNG GARAGE DOOR: 7'-0" HIGH RAISED PANEL INSULATED OVERHEAD DOOR Q PORCH CALUMNS: NA u~ m RIDGE VENT; GONTINUbUS WINDOW TRIM: IX6 SMART TRIM PER ELEVATION ~ _ = ti GROWN MOLDING: NA ~ ~ z ~ ~ ~ 0 3 0 GARAGE DOOR IXb SMART TRIM PER ELEVATION ~ MM+ #4 HEAD TRIM; 51DING F - ~ - - ~ ~ ~ _ - a- Q ~ V) U Q d p D . ; o r O; 00 i 51NGLE-PLY MEMBRANE ROOFING OVER TAPERED INSULATION OVER 5/6' PLYWOOD SHFArHING LOW E GLASS WINDOWS AND DOORS STD DOORS ) SLOPE I/6" PER FGiOT MINIMUM 7~~ Q o _ _ METAL DRIP EDGE PAINT TO MATCH 00 - - OVER IX GUT TO FIT p (S] 00 2Xb RAFTERS Ib' 0/G IX GUT TO FIT 12 ~ x 8 .K 5!4X6 FASCIA WITH GROI^W MOULDING a N IX TOUNGUE GROOVE 5/4 FRIEZE BOARD GUT TO FI1 WITH N _ IX2 BEAD AND GROWN MOULDING O IX TRlM GUT TO FIT WITH 1X2 ~ 2X6 HEADER WITH BLOCKING z BEAD AND GROWN MOULDING ABOVE A5 REQUIRED t- ~ b010 TRAN50M b010 TRANSOM - - DRIP EDGE DUBLIN REQ. DUBLIN REQ. O J IX TRIM GUT TO FIT SIDING COPTRI6HT 2007 ALL PRAWING AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND L4FU6L15HEP I" HALF ROUND WORK OF DAVIPSM PHILLIPS INC. THE SAME MAY Nor EE COPIEv USED P15GLOsw OR CONSIGNED TO A THIRD PARTY WITHOUT THE E7a'RE55 WRITTEN CONSENT OF PAVIP50N PHILUP5 INC. MICH RETAINS THE Cp'F10N LAN COPYRIGHT TO TH15 MATERIAL b010 TRAN50M 5EE ELEVATION FOR 51ZE 0 DATE: -7/16/0'7 REVI5ED: - -f~'t . LOW E GLASS WINDOWS AND DOORS )COBS In°-r-o" SHEET # 1/2' DIA. X 10' ANCHOR BOLT AT 6'-0" OL. ON ALL HALL5 6" THICK OR THICKER 6'-0" O.G. ON 4' BRICK LEDGE U51NG 18' PROVIDE ADEQUATE 5LOPE ANCHOR BOLTS AWAY FROM HALL 50 THAT 2X8 PRE5URE TREATED PLATE WHEN FILL ADJACENT TO HALL 5ETTLE5, WATER ORAIN5 AWAY FROM, WALL 0 3' MIN. BOLT GROUND COVER TO PROJECTION SHED WATER .y• 8" POURED LONG, HALL GLEAN BACKFILL PROVIDE BOND BREAKER FOLLOW 0.5.HA. BETWEEN WALL AND RECOMMENDATION5 FOR 5LOPE WHEN UNSTABLE GROUND 15 ENCOUNTERED 6 MIL POLYRTHYLENE °p°°°°°P0t°°e0j ..~F VAPOR JOINT55 OR OVERLAP 6' DAMPPROOFING OF 4' GONG. SLAB OVER 4" GR Y MIN. GRAVEL PLACE ON H NATURAL UNDI5TURBEO 501L p 00 00co Q = RAK 0 p ~p0 °°3/4' GRAVEL BACKFILL E- 0 00 ~0 751 •,o ° poop q ;,o ~;0 00000 ° 'FSS~ONAI ~0~°p • 5 00 p HEEPHOLES 9 48' O.G. ",4°,°°°°uu?~~'°~ 3' DIA. PLA5TIG DRAIN TILE FOOTING SHALL BEAR ON PLACE HITH HOLE5 ON BOTTOM NATURAL UND15TUR13ED 501L V CONNECT TO SELF CONTAINED SUMP WITH PUMP OR GRAVITY DRAIN VIRGINIA HOMES 8'-0" FOUNDATION 1152 GOODALE BLVD 1 WALL DETAIL L' COLUMBUS, OHIO 43212 8" CONCRETE WALLS TO BE 3000 PSI v 8"X16" CONC. FOOTER TO BE 2500 PSI PHONE: (614) 297-0404 FAX: (614) 297-0383 PERMIT NUMBER: CITY OF DUBLIN o7-- 9013 57- DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: Reviewer: E PQ Address: Date:9 O T ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted arevision 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, f 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. ? 9 Side yards do not exceed 3:1 slopes. ? 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading.Plan? If No, proceed with review. ? 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. ? 21 Tree lawn size is shown and labeled as 7 feet. ? 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled p FEMA FIRM Map Number: ,3'fo50801506 Effective Date: 09. / 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: EY 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 750 Chandler Court Vesterville, OH 43082 1 :-Mail: hoyssinc@aol.com H 2 'hone (614) 895-1922 SUR PING survey Fax (614) 895-1949 ;onstruction Fax (614) 895-9549 SERVIC S, INC. FOR VIRGINIA HOMES HOUSE STYLE CUSTOM LOTISUBDIVISION 26 BISHOP'S RUN SECT. 1 CO. OF UNION CITY OF DUBLIN SCALE 1" = 20' ? PB. 5 ? PG, 120 ? DATE 09.07.07 ORDER NO. DRN. TB/AB CK. FLOOD ZONE X ? COMM. PANEL 390808 ? PAGE 0150B ? DATE 09/27/91 MINIMUMS R: 25% 25° "LANDSCAPE CODE REQUIRES AT LEAST SIX, 2-1/2 INCH DECIDUOUS TREES S: IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE SIX TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." Q v .T.T F~ tte~ z - 00 9 7 C v v ~ v ? h . W - N + md~tt~~~, EX. 95.00 930.20 930.70 W E E ,F-bbvvv 10' EASE ~o o - N Y o 20' NO BUILD i ZONE I a~w o "sw o I ~i N~ ~N C N E H Wry W ; a ` Nw yw yw v1nRV: ,'iy 54.00' 1•'~ 71 I GL .-7 N .-a .-a N WW 1•-1 ( ~ G 26 se jai m O z3a w ~ FROM PAILICRON, - lbw o tr) W d o a ROM Z-1 \14, r7 O MUST 'BE INSTALLED AND 1NSPE RUIC A/C UNIT N PRIOR TO START OF ANY CO i CALL PLANNING DIVISION FOR INSPECTiON WSPECTION 931.40 ' I I 52.09 26 ~`O ~ iO ~ gg~Z F.F.=933.90 ? -r'' z ¢ s ~o F.F. = 933.40 °0 25.17' I W T.W. = 932.40 ? J M w 99 B.F. = 924.65 ? F, ~ 6.50' 11.33 J ~ o J M i 3 ~ ~ n 11.00 0 10.67 °i C) 19.6b] APPR VS0 AS NOTED NO O ammmmmse 111r% MY OF DUBUN O ~ 931.40 i011.00 ' 930.80 21.67) c~ o' 10-1q-07 V' 1-35'BLb9 LINE c 28.67' DRIVE 37.00' ` N f SLOPE _ SAN. SEW. TAPS Q' SE 3.b8'% E.O.S.-921.80 aC m r„ o CZZ CALL. tNSPECt10N. LINE 70 ) SCHEOULE INSPECTION 930.30 o 4' WA6I~~ - 930.23 m z o I LO' B/C 70 C`1017. 0' B/C C-> ~?z 930.01 c INDICATES MAJOR CURB INLET EROSION z FLOOD ROUTE T.C.= 929.60 CONTROL p 0 I M ' m D r- I HEREBY CERTIFY THAT THE g 0 8 MYRTLES TONE STREET 50 GRADE ELEVATIONS SHOWN 0.6 THIS PLOT PLAN ARE THE ,,L!r; A.N-r c CD RESULT OF AN "AS BUILT" SURVEY NOTE: WATER SERVICE SIZE = 3/4 . : ,TF o;,r, u;c ;lr, , .soc!~,rcrl h + n PERFORMED ON r X NOTE : BUILDERS TO PROVIDE c I co .~I { TREE PROTECTION DURING ALL'S a JI REST 1 co VENN ITS PHASES OF CONSTRUCTION. RvEroR OR BUILDER slcvaruRE DT ATE BUILDER TO MAINTAIN PLOT PLAN EROSION CONTROL We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA purpose of obtaining a building pernu_ _t. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY EN, r 'EIFRINOCOlv'IPMANCIE other purpose is strictly prohibited. o ?p~j~~i~~', 12.980.0 WALK 896.0 City of Dublin LOT ~ STEVEN 2.456.0 11,332.0 APPROVED AS NOTED i HoY HOUSE SOD GOV. _ - ~ ~ O 7 ~ J , ~ ~ ~ 7313 DRIVE 991.0 SEED COV. NIA l APPROACH 197.0 By i ~ENER~L NOTES d' I. lhese drawings have been designed to meet or exceed all requirements CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I fFe in thi ur,sdictian. WALL HEIGHT RE UIREMENTS of the Resfdential Gode of Oh o In e ct s J SUB.~GT TO DAMAGE FROM d~ N 2 MEAN o6 2. Dimensional lumber used For all framin , exce t trusses, studs, sole later, GROUND SEISMIC FR05T ICE 501E AIR MEAN g p p MAXIMUM ALLOWABLE HEIGHT AND SPACING OF WOOD STUD WALL EXPOSED TO WIND St~W WIND DESIGN LINE WINTER SHIELD BEARING FREEZING ANNUAL and cap plates shall be SPRUCE PINE FIR No. 2 or better. (North) SPEED OF 100 MPH IN SEIEMIG ZONES 0 Q I AND SUPPORTIN6 A ROOF OW.Y OR ONE LOAD SPEED CATEGORY WEATHERING DEPTH TERMITE DECAY DESIGN REQ'D CAPACITY INDEX TEMP '_ING ANNUAL cV :X TEMP cV 3, Areas to receive file or marble floors ma need to be stiffened beyond FLOOR AND ROOF 20~ 100 B SEVERE 36° M - H 5 - M 5 DEG. YES 1,500 1048 52b DEG. y n - Id a n to ler hall 8 52.6 DEG. d r-+ minimum code requirements to prevent crack) g bul er nd I s I s HEIGHT determine same. (FEET) 24" O.G. I6" O.G. 12" O.G. 8" O.G. 4. Dimensional lumber used for wall studs, sole later and c later shall be ~ 10 2Xb 2Xb 2X4 2X4 p ~ ~ p 12 2X6 2X6 2Xb 2Xb Spruce Pine Fir No,2 or better. (North) 14 2Xb 2X6 2Xb 2Xb w ~ w 5. All dimensional lumber shall have a maximum moisture content of 19~. 16 ENGINEERED 2Xb 2Xb 2X6 O I~ M b. Where the term "G ~ N" Is noted on the Ian set It means lue and Hall. 18 ENGINEERED 2X8 2X8 2X8 O p g 20 ENGINEERED ENGINEERED 2x8 2Xb Gluing shall conForm to the Information stated below. Nailing shall apply CO, COVER SHEET enough clampln force to hold the glued mating surfaces in contact until the glue attains ful strength. FDR 51: ! INGN =25.4 mm, I FOOT=304.8 mm, I POUND PER SQUARE FOOT-0,0419kWm2 O I POUND PER SQUARE INCH=bb95kPa, I MILE PER HOUR=1.609 kmlh 1-1 FOUNDATION PLAN H ~ 1. Where gluing of wood members is specified the glue that is to be used Is T A ~T Tit nd G nstruction Adhesive" as manufactured b Franklin International or 1-Z FIRST FLOOR P1~iJ.V ebo o y equal. MAXIMUM ALLOWABLE HEIGHT AND SPAGIN6 OF WOOD STUD WALL EXPOSED TO WIND H 1-3 SECOND FLOOR PLAN H 8. Where Iuin is s eclFied it shall be com leted as follows: SPEED OF 100 MPH IN SEIEMIG ZONE5 0 ~ I AND SUPPORTING TWO FLOORS AND A 9 9 p P RDDF A. Piave continuous bead(s) of lue on one of the surfaces to be lued. 2-1 EXTERIOR ELEVATION U o g 9 B. Nail so that surfaces are held tightly together until glue attains full HEIGHT c°V V strength. (FEET) 24° O,G. I6" o,G. 12° o,G. 8° D.G. 2-2 EXTERIOR ELEVATIONS h~ o 06 G. Wipe away any excess glue which is expelled iF (t's appearance well be > ID 2Xb 2Xb 2X4 2X4 q unacceptable in the finished structure. 12 2Xb 2Xb 2X6 2X6 3-! BUILDING SECTION d- G. The Following fastening schedule outlines the minimum requirements and shall 14 2Xb 2Xb 2Xb 2Xb 3-Z STAIR ALL ECTION W S be used in conJunctlon with the complete fastening schedule In the current Ib ENGINEERED ENGINEERED 2Xb 2Xb r-. code. 18 ENGINEERED ENGINEERED 2X8 2X8 3-3 WALL SECTIONS (RSN = rin shank Hall GWN =common wire Hall) 20 ENGINEERED ENGINEERED ENGINEERED 2X8 q A. Sub f oor to Joists; fasten with glue and I-8d R5N ~ b GIG. 4-1 CODE COMPLIANCE B. Sole plates to sub floor; glue and I-16d GWN ®8 c/c. FOR 51e I INGN =25,4 mm, I FOOT=3048 mm, I POUND PER SQUARE FOOT=0.0419kWm2 O G. Studs to sole plate; fasten w(th 2-Ibd GWN. I PouND PER SQUARE INCH=6895kPa, I MILE PER HOUR=1.609 krrVh E-1 BASEMENT ELECTRICAL a D. Studs to cap plates: fasten with 2-Ibd GWN. E. Stud-to-stud and plate-to-plate 2-IOd GWN ®b" E-2 FIRST FLOOR ELECTRICAL F. Roof sheathin to trusses: 8d GWN ®4" clc. THESE WALL HEIGHT REQUIREMENTS HAVE BEEN DESIGNED TO MEET OR EXCEED G. Roof trusses o walls: Simpson 5tron -Tie anchor H2,5. THE REQUIREMENTS OF THE RGO CODE IN EFFECT. E-3 SECOND FLOOR ELECTRICAL H. Multiple 2x lintels. 6 +E N with Ibd G 's as required. I. Multiple LVL beams; Fasten per manufacturer recommendations J. Roof trusses to LVL Simpson Anchor NU210. 10. Where "LYE" , "L5L' or "PAL" Is noted on the drawings the products used must meet the Following criteria: ehbr- Q - MIGROLAM (LVLJ M.O.E. = 1,400p00 psi. - Fb = 2b00 sl - TIMEsERSTRAND L5L) M.O.E. = 1,3oopao psi. u~ m - Fb = I-TOO psi u~ - PARALLAM (PAL) M.O.E. = 2p00,000 psi. - Fb = 2800 psi J W II. For all elements of construction not speciFlcally noted on these drawings Q shall comply with the Local Governing Codes, Requirements, and Regulations. O 4) U ~ O DESIGN L01~D5 I. Loading, Llve, Dead; o O Roof 25psf IOpsf Roof Snow 20psf IOpsf REQUIRED ACTUAL REQUIRED ACTUAL BEDROOM BEDROOM Attic 20psf IOpsf ROOM NAME ROOM SQFT WINDOW TYPE GLAZING 5Q. FT. GLAZING 5Q. FT. VENT SQ. FT. VENT 5Q. FT. NET, CLEAR OPG EGRESS SQ. FT. 2nd Floor 40psf IDpsf Ist Floor 40psf IOpsf Ext Bal/Decks 60psf IOpsF . Q o GREAT ROOM 309 SINGLE h~1N6 24.12 60 1236 15 00 KITCHEN /DINETTE 311 SIN6LE HUNG 30,16 84 15,08 32 o m OD SEE SHEET. 4-I FOR ~DDITION~L DINING ROOM 150 SINGLE HI1NG 12.0 36 b.0 18 GODS GOMPL I ~NGE NOTES LIVING ROOM 140 SINGLE HUNG 11.2 36 5.6 18 DEN I61 SINGLE HUNG 12.88 30 b.44 15 N ApPRQVED PLANS MUST B MASTER BEDROOM 301 51N6LE HI1NG 24,08 30 12.04 15 22' X 20' MIN. MIN. 5.15QFT ~ ~N sirs ~o~ AIL ir~sP~crior~ BE ON O z s. )NS. BEDROOM #2 198 SINGLE HUNG 15.84 30 1.92 15 22" X 20' MIN, MIN. 5.1 SQFT O J BEDROOM #3 152 SINGLE HUNG 12.48 15 624 15 22" X 20" MIN. MIN. 515QFT BEDROOM ~4 161 SINGLE HUNG 12.16 i5 6.08 l5 22' X 20"MIN. MIN. 5.1 SQFT COPYRIGHT 2007 ALL DRAWING AND WRITTEN MATERIAL APPEARINS HEREIN G0145TITUTE THE ORIGINAL AND UNPUBLISH® WORK OF DAIAP50N PHILLIPS IW- THE SAME MAY NOT EE GOP IED U5ED D15,11-05ED OR GON5IGNHJ TO A THRO PARTY WITHOUT Tlf EXPRESS WRITTEN GOK5E4T OF DAAP50N PHILLIP5 INC. WHICH RETAI THE GOMMpN LAW GGPYRICWT TO TH15 MATERIAL NOTE: THIS SCHEDULE 15 FOR LIGHT AND VENTILATION, IT 15 NOT INTENDED FOR COMPLETE WINDOW TAKEOFF. DATE: '7/20/0Z REVISED: rt VENTILATION EXCEPTION: AN Ai'PROVED MEGHANIGAI- VENTILATION SYSTEM 15 PROVIDED CAPABLE OF PRODUCING 035 AIR GRANGE PER HOUR IN THE ROOM OR A WHOLE-DOUSE MECHANICAL VENTILATION SYSTEM 15 INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 GUBIG FEET PER MINUTE (GFI~U PER OGGUPAKT COMPUTED ON THE BA515 OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. ~ LIGHT EXCEPTION: ARTIFIGAL LIGHT SOURCE IS PROVIDED CAPABLE OF PROVIDING AN AVERAGE ILLUMINATION OF b FOOTGANDLES OdER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. SHEET # c 00 VER I 63'-4" d' I I'-4" 52'-0" Ln t N f0'-4" N06 N IAG LOG.I v 1 H05E BIBB I I ~-------------------------------------------------------------------------------L---L--------------------~ W ~ I I I I I f - - I I W Ln G~ O ~ N I I 20'-4" 18'-IO" II'-b" I I I I I I ~ 0. II 1l8' TJIS ~ I I I I I I o I ABOVE ro I I I I II 118" TJI'S - I II 1/8" TJI'S I I O I I ABOVE ~ ABOVE I I I I ~ oooll o Q °~D I I ~ p Q I 0 I I ~ I I H I I 42°X42"X12 0 ° A I I ICJ Q~~~ UUQI~L~ - I I CONC. FTG. TY I I I I I H a I I I - ~ INTERIOR WALL HEIGHT OF 1'-8" PLUS OR MINUS 2' I I I - I I I I I I ~ I I i i 48'X48" X 12" I I ~ N O O I I i i GONG. FTG. TYP. I I i N~ I I i i I I I I ~ ( ~ I I N I I • _ 3 DIA. STEEL , , I I I I z- EXCAVATED i i I I d' I I S 3 i/2" GONG SLAB OVER ~ I I I I I 1 6 MIL. VAPOR BARRIER i i I I I I ~d u I I I ~ I _ w OVER GRAVEL FILL (2 MIN.) , I , " I ~ I ~ ~ ALL BASEMENT WALLS 70 ~ 13 A. STEEL I I cv I 1 ~ ~ BE WATERPROOFED ------~GOL I I I I ~ i I I I ~ sl ~ I I I I 42 X42 X12 ry ~ ~ I I G I I GONG. FTG. TY x ~ +-I I I I I I i Z ® I I im I ~ ~ I - I I i i > Q = I I I ~ I ~ ~ ~ I 1 I ~ I I I I ~I I I Q I I i 1 3 DIA, STEEL I I m fLUSH BEAM m I I - - - FLUSH BEAM - - I - _ I I I - - - - _ I I I I I I I I I I ~ ~ 48" X 48" X 12" I i Q I I I I I I I ~ GONG. FTG. TYP. I I I I I I I I I UP 14 I r----- I I I I ~ I I I I I ~ ~ I I m I I 1 1 1 1 1 1 I I I I I I 8" POURED GONG. WALL 4'-0" I =L J_ 1_ L J_ 1 N RA L u. i i I u~ I I HIGH W/ 8" XIb" GONG, FTR. - - - - - - - - - I ~ I I I d FLUSH BEAM I I I o I I I I I ~ o ~ I I p I I" I w ' o L ~ I p i 13 IA. STEEL I I ~ -----~GOL I I I I NI • i ~ I L--------------------------------- ~ I I I I I I I I I I I r------------------------ - , I I I I I HIG HOSE BIBB I I ~ I I I I I I II 1l8 TJI'S 8" POURED GONG. WALL 8-0" I I I 10'-8" 20'-8" I I ABOVE I a HIGH !^U 8" XIb' GONG. FTR. I I V ~ O I I ~ I I I I I I I/2 BATH ROUGH IN ~ I I I I I I-----------~ I I [0 I I 8" POURED GONG. WALL 4'-0" I I, I I ' O O I HIGH 1^V 8' X16" GONG. FTR, ~ I II -10 2 -10 I I HOLE FOR WATER LINE I I I i I 1 HOLD DOWN 46' FROM I I I I I I I TOP OF FOUNDATION I I I I I I I I I I I I I I I I I ~~rr I I f - ~ " ~ SUMP I I I UNEXGAVATED I I r- ~ = I - I I I " I I I I Q o I I 4 GONGSLABOVER I L ~==~-I------I-------------- I 00 O m I I OVER GRAVEL FILL (4 MIN.) I - I I I OVER 6 MIL. VAPOR BARRIER I I I I Q r- r-------- 1I _ I I I I I I 00 cryv I I ~ I I I I I I I I z I I 8" POURED GONG, WALL 4b" I I UNEXGAVATED I I I I ~ I I HIGIi NV 8" XIb" GONG. FTR. I I 4" GONG 5LA8 OVER I I Q ks) I I iv z I I 16RAVEL FILL (4' MIN.) I I u, I I I I I I I I I I I I I I I I ~ ~ I I I I N I I u- ~ I I Q I I I I l o I I I I RAISE PORCH FOJNDATION 4" Q I I ~ I I ABOVE HOUSE FOUNDATION 4 z I I I I I I I I Q I I I I ~ _ I I HOLD DOWN 12' I i Q J I I r---------------- I I I I I =mid I I I COPYRIGHT 2001 i I I - ~ _HOLD DOWN 12" _ r I L--------------- I Q ALL DRAWING AND WRITTEN MATERIAL APPEARI1,16 HEREIN CONSTITUTE THE OPIGINAL AND UNP091-15H IEP I I N NORK OF DAVID50N PHILLIP5 INC. THE 5AhE MAY NOT BE COPIED U5ED DISCLOSED OR CONSIGNED TO A THIRD PARTY VIITHOUT THE E%PRE55 V"TTEN CONSENT OF DAVIPWN PHILLIPS INC. WHICH RETAINS THE COMMON LAN COPYRIGHT TO THIS MAT731IAL 2'-8" I6'-4" 2'-8" I'-4" 8'-4" I'-4'• 21'-8° II'-0" II'-0" q'-0" 10'-8° PATE: 0/30/07 REVI5ED: 3Z'-8" 30'-8" b3'-4" SHEET # 1-1 63'-4" I I'-4" 52'_0" d- d N 10'-I" 14'_4° I I'-0" 13'-I I" 2'-8` i 00 N N 3030 r ^ ~ WOOD srooP f3) zx8 (2) ~ (2) 2x8 {312X8 v J ~ FULL HGT, FULL T, FU L HGT. FULL HGT. H Ln 9068 SLIDER o 2X8 WALL 2X8 WALL a~ O ~ N " ~ u i N 18'-10 I'-0 I9'-b - II -8112" N I o I ' Q DINETTE I r I GREAT ROOM DEN WD / GT I CARPET CARPET I I> N u . I~ u u H II 1/8 TJI5 4 I~ II TI8 TJI5 II 1/8 TJI5 _ ABOVE 'III ABOVE _ ABOVE CJ ~ o I ~I ~ - ( ~ O 7 CV N U O I~ 46 60 N I _ N06 I~'v ~ ~ ~ ~ III ~ry r I_ I - N 1 I Q c~ d' I) ~ 12' OVERHANG I iv II o I ~t ~ ~i II 2'-0° 9'-8 u2" - - I ' I 0 4 ~ o N ~ i - x i~ r R~ _ _ ~T_ I ~ ~ LINE OF FLODR ABV. -,1 Q 12'-0.. WD/GT '_4" ~ 4'-91/2" 1111 FLUSH BEAM = t+- N j II ~ ~ ~ I LOWER HALL l` ~ 14' FFIT ~ ~ 12'-b" CARPET m 5'-10" Q 5 SHELF ~ 4 r m ~'~E 0 F.O. WOOD RAILING 246 m PANTRY _ _ ~ _ 8 2X8 WALL ~ ~ _ 1 1 1 1 1 1 I PWDR Q ~ 2668 1 1 1 1 1 1 - N m WD / G.T- !1~ ~ IDN I# RI I I I UP 16 ~ I I I m b-2 - 1 1 1 1 1 1 1 HAD IL 3b' VAN U) {2)2068 BI PA55 ~LJ_1_LJ_1=L 5-3 _ 5'-0" 4'-5" - -1 o ~ LAUNDRY ry ~ h580 ~.-o.- ~y 4 Q Q ' 3' X 3' RE51L. ~ ~ I ~ u-III~ p WD STOOP 10'-4" 9'-8112" ~ I ~ ' ~ ~ I m 2 8 0 2668 I I II 1/8° TJI5 DINING ROOM I I FOYER ABOVE II 4) CARPET 4I I WD / G.T, 2668 CHAIR RAIL u.l i 41 GROWN MOLDING p $I I 15 LITE V O I I DOOR I I ~ ~I i = I I LIVING ROOM II 1/8" TJI5 m II l/8" TJI5 I i CARPET - ~ ABOVE ABOVE I I GROWN MOLDING 6 0 O 0 LINE OF FLOOR ABV. , I I 15 LITE _ I 12'-21/2" 6'-5" ~ II'-4" I F ATTIC ~ II GARAGE ~bk8 I AGGE55 I I GONG. ~ 02 122X30 I I - in 4-4 ~ " DIA. STL. " L----~ I 3 DIA.51L, ~ ~ ' LUMN I COLUMN - ~ ~ WI2X26 STEEL BEAM - - - - LI1~ OF FLOOR ABV. - - - - ~ ~ Q o x N OO N O m 00 NOTE; NOTE: ~ pROP CEILING IN GAR, FOR ROOM ABOVE DRYWALL TAPE AND BED N N BLOCK EACH TRU55 ENTIRE GARAGE PROVIDE GELOTEX AT GABLE ENDS PO CH NG. 4 NOTE; ~ 518" FIREGODE DRYWALL ON COMMON WALLS AND CEILING N Q ROOF TRU55E5 ~ Q 4 O ABOVE iv 32'-0' 4 O 4 8' X 1' OVERHEAD DDOR COPYRIGHT 2007 ALL DRAWING AND WRITTEN MATERIAL APPEARINCs HEREIN CONSTITUTE THE ORI6INAL AND UNFLOL15HED WORK OF DAV050N PHILLIPS INC, THE 5AHE MAY' Ib' X 1' OVERHEAD DODR Q iv NOT BE COPIED U5ED D15CL05W OR CON5IGD4ED TO A TARP PARTY WITHCVT THE F P'RE55 MATTEN C045ENT OF PAVIP50K PHILLIPS INC. V"CH RETAINS THE COMMON LAW COPYRIGHT TO THIS MATERIAL 3'-4" 3'-4" 2'-10" I6'-0" 2'-10" I'-b" 8'-0" I'-b" b'-0" 5'-0" I'-2" 6'-8" I'-2' 5'-0112" 5'-T I/2" DATE: 8/30/0-7 REVI5ED: 21'-8" I I'-0" II'-0" 9'-0" 10'-8" 32'-8" 30'-8" SHEET # I~ Nl ~0n D W~~ ~4 1-2 d- u) It N 00 N N d^. v 52'-0" O ~ Cl() d' 8'-4" 3'-b" 12'-7" I I'-0" 13'-I I ° 2'-8" Q H ~ (4) 2 4'S (2) 2X8 (2) X8 (2) 2X8 (2) 2X8 FULL HGr, FULL T. FU L HGr. FULL HGt. Z ~ ~ a ON 0 Iq'-b 1/2" fq'-6" IP-8 i/2" N U ~ iv N -r d^. r ~ W - C~ ~ M, BEDROOM ~ GREAT ROOM ~ BEDROOM #4 z CARPET BELOW CARPET ~ N 0 4'-0" 7~_5~~ C) 4'-b" 5'-4" 5'-I" I'-0" ~~p L!~ N ry m 30b8 F.O. ~ WOOD RAILING ~ W.I.C. m - - - N CARPET m Ln 0 2bb8 45° BALCONY CARPET 246H J l.1.1 - 36° YAN. - in 4'-6" 12'-b" 2-I u. ~ - 4 Q r--~ Q ~ - C) m m _ ~ ~ ~ I ~ I WOOD RAILING n m O in I k I ~ R/S 4 4'-3112" 5'-b 112" I Q I W.I.C. I I U N SHO HEADS - J ~ N I R ry - CARPET m ~ ~ V W.LC, I ~ ~ ~ .B THg L 21 5-0 2 RE IL, CARPET n 0 ~ ~ - _ -0- . Q ~ o ~ N3 ~ 1/2 0 - h N ~ c ~ ~ 4 - ~ ~ ~ c m m N cn >n $ BEDROOM #3 - ~ ~ - CARPET o ~ ~ d 5 -0 5'-0 ~ ~ BEDROOM #2 ~ - ~ iv iv CARPET Q z - ~ Z ~ ~ ~ BATH d o u'-4" ~ > 00 0 _ _ ~ RESIL. ro - 468 (4) 2X4 STUDS m ~ ~ C) FOR BRG. 00 O ~ N z c - l'-51/2" 2'-I" b'-I" ' BATH- ~ 12'-7 u2" m ~ N ~ 4 RESIL, ~ m ~ 2' I" '-0" 4'-II" N ~ ~ 2468 0 N z s- O J COPYRIGHT 2001 6'-q" q'-5" q'-b" 5'-8" ALL DRAWING AND WRITTBH MATERIAL APPEARING HEREIN 0ON5TTUM THE ORIGINAL AND UAPJM15HW WORK OF DAVID50N PHILLIP5 INC. THE SAME MAY NOT BE COPIEV USED 1?15CLO5EV OR CONSIGNED TO A THIRD PARTY WITHOUT THE EXPRE55 WRITTEN 10'-2" 10'-b" 31'-4" 0ON5ENT OF PAVIP50H PHILUP5 INC. WHICH RETAIN5 THE COMMON LAW COPYRIGHT TO TH15 MATERIAL 52'-0" DATE: 8130101 REVISED: SHEET # 1-3 DUBLIN ERIOR ELEVATION NOTES: EXTERIOR ELEVATION NOTE: EXT Nt d- N . SHINGLES: HORIZON SHINGLES ',fir ~w 0 I LIFE EXPECTANCY: 30 YEAR STUGG 245 LB. wEIGHr, Nb N WEATHER EXPOSURE: 5" STUCCO STONE SIDING: SMART TRIM SIDING (WOOD 51DIN6 30 YR. LIFE) I ING SMART TRIMS D v J v FASCIA: IX6 SMART TRIM (WOOD SIDING 30 YR. LIFE ) BRICK SOFFIT: SMART TRIM VENTED W ce) (WOOD SIDING 30 YR. LIFE) TI SHINGLES HORIZON DIMEN OVAL d' CORNER TRIM: IX6 SMART TRIM PER ELEVATION (WOOD SIDING 30 YR. LIFE) CORNER TRIM: IXb SMART TRIM PER ELEVATION WINDOW TRIM: IX6 SMART TRIM PER ELEVATION FASCIA: IXb SMART TRIM O ( WOOD SIDING 30 YR. LIFE ) GUTTER: ALUMIWJM H ~ RAKE: IX6 SMART TRIM PER ELEVATION Z H H FREIZE BRD: IXb SMART TRIM PER ELEVATION SOFFIT: VENTED SMART TRIM C~ o o c WINDOW TYPE; VINYL SINLE HUNG V P4 F~ N o 00 GARAGE DOOR: T'-0" HIGH RAISED PANEL INSULATED OVERHEAD DOOR PORCH COLUMNS; NA RIDGE VENT: CANTINUOUS WINDOW TRIM: iXb SMART TRIM PER ELEVATION GROWN MOLDING: NA O x a GARAGE DOOR IXb SMART TRIM P)=R ELEVATION HEAD TRIM: Q m u~ W Q 4 (U 4) U C/) O C 12 - ~ ~ - 12 ~ ~ LVI6X24-4F9WGH _ _ _ ~DEGORATIVE LOUVER \ - BY FYPON-" - - - ~ o m U 00 - _ _ _ _ ~ - ~ - - i ~ 0. - - 5 - 5 ~ - 5 - IXb TRIM LVIbX24-4F9WGH~ ~ \ - - DECORATIVE LOUVER - - BY FYPON - N - WGH3bXQ WINDOW WGH36X9 WINDOW 0 z - CROSSHEAD BY FYPON-~-" GR055HEA0 BY FYPON 4" CROSSHEAD _ - - O WGH204X9 _ ..-.WGH204X9N__. - - ~ - - COPYRIGHT 2001 ~ a - ~ _ ~ (L ALL ORA.KNS AND WRITTEN MATERIAL APFEARING HEREIN GONSTIIUTE THE ORIGINAL AND UNPLaL15 p L WORY OF DAVIDSON PHILLIPS INC. THE SAME MAY - - ~ ~ ~i - - p NOT DE COPIED U5E0 0I5G125W OR GONSIONED TO A THIRD PARTY WITHOUT THE Ew'RE55 WRITTEN CONSENT OF DAVIDSOk PHILLIPS INC. WHICH RETAINS - - - x THE COMMON LAW COPYRIGHT TO THIS MATERIAL DATE: 8/30/01 IXb TRIM IXb TRIM REVI5ED: - T T '1 u4° = r-o° LA WINDOWS AND DOORS LOW E G SS 7 5HEET # 2-1 . _ 12 d- Ln ~t N 8 06 N N v J ~ i 3030 d' ® + cN DUBLIN O 2666 D EXTERIOR ELEVATION NOTES: EXTERIOR ELEVATION NOTE: I " LI O SHINGLES: HORIZON SHINGLES "0.'ry?; cn lb =z"~~ - LIFE EXPECTANCY: 30 YEAR STUCCO SI NG H ~i WEIGHT= 245 LB. 1~ ~ 3030 WEATHER fXP05URf: 5 STUCCO STONE • SIDING: SMART TRIM 51DIN6 (WOOD 51DING 30 YR LIFE ) C~ o o SMART TRIM SIDING fASGIA: 1X6 SMART TRIM N U - OO (WOOD SIDING 3o YR. LIFE 1 LOW E GLASS DOWS AND DOORS 00 BRICK SOFFIT: SMART TRIM VENTED ( WOOD SIDING 30 YR LIFE HORIZON DIMENTIONAL SHINGLES ~ CORNER TRIM: 1X6 SMAR1 TRIM PER ELEVATION i ( WOOD SIDING 30 YR. LIFE J CORNER TRIM= IXb SMART TRIM PER ELEVATION WINDOW TRIM: 1X6 SMART TRIM PER ELEVATION FASCIA; IXb SMART TRIM O (WOOD 51DING 30 YR LIFE 1 GUTTER: ALUMINUM Ra RAKE: 1X6 SMART TRIM PER ELEVATION FREIZE BRD: IXb SMART TRIM PER ELEVATION SOFFIT: VENTED SMART TRIM WINDOW TYPE: VINYL SINLE HUNG GARAGE DOOR: T'-0' HIGH RAISED PANEL INSULATED OVERHEAD DOOR Q PORCH COLUMNS: NA lJ~ RIDGE VENT: CONTINUOUS m WINDOW TRIM; IXb SMART TRIM PER ELEVATION ~ - = x J GROWN MOLDING: NA ~ r _ W p 3 3 0 0 GARAGE DOOR 1X6 SMART TRIM PER ELEVATION x HEAD TRIM: O 51DIING N ~ - - ~ ~ U O ' ~ - d`~p 3.0 300 x 3;~a. o O 51NGLE-PLY MEMBRANE ROOFING OVER TAPERED INSULATION OVER 5/8' PLYWOOD SHEATHING LOW E GLASS WINDOWS AND DOORS DOORS SLOPE I/8" PER f00T MINIMUM Q o - _ METAL DRIP EDGE PAINT TO MATCH _ - OVER IX GUT TO fIT 00 O ~ 00 2X6 RAFTERS Ib" OlG i. IX GUT TO fIT 12 I ~ ~ 5/4X8 FASCIA WITH GROWN MOULDING 8 - - Q N IX TOUNGUE GROOVE N B D BOARD 5/4 FRIEZE BOARD GUT TO FI1 WITH 1X2 BEAD AND GROWN MOULDING O z IX TWM GUT TO FIB WITH 1X2 ~ ~ (2) 2X8 HEADER WITH BLOCKING BEAD AND GROWN MOULDING ABOVE A5 REQUIRED O ~ 6010 TRANSOM 6010 TRANSOM ~ J DRIP EDGE DUBLIN REQ, DUBLIN RfQ, J Q IX TRIM GUT TO FIT SIDING 00PYRIGHT 2007 ALL DRAWING AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND MPU13LI54AW WORK OF DAVIDSON PHILLIPS INC. THE SAME MAY I" HALF ROUND NOT M C-opla, IfjW DI504.05EA OR CONSIONCD TO A THIRO PART' WITHOUT THE E>6'RE55 WRITTEN CON5ENT OF DAY05ON PHILUP5 INC. VVICH RETAINS THE COMMON LAW COPYRIGHT TO THIS MATERIAL 6010 TRANSOM 5Ef ELEVATION FOR 51ZE DATE: -7/16/0-7 REVI5ED: z iii 'sri i' as_'i'~r~a ~z 1i ~ = Six,~aT. c''a.~:i?». . _,_rr?-c4!~ _ ?z_s~-. z r_.i ..:~r~.r~-i._ s_~~~r. _ _ LOW E GLASS WINDOWS AND DOORS SRS F5HEET# 2-2 It Try d- N ooh N d^' v) v 1-4 cle) 0 ca H H 12 N U to O --------------------------JII II III II III II N III II III II q'I r-+ OVERFRAMIN6 AT Ib" OlG III II III it III II III II III II 0 III II III II WOOD TRU55E5 AT 24 OIG III II a III II III it III II III II III II III II VII II III II III II II INSLUATION PER MEG REPORT III II II II II Q II II j II II ~~i. II II II p II II II II ~ II II Z II II g II WOOD TRUSSES AT 24 0/G a. II Q M. BEDROOM M, BATH LAV w II II O II u II II II II u II II II II II II II V 0 u II 0 0 3-4 z Q J a KIT /DINETTE LAUNDRY GARAGE Q o 0 0 m 00 2X8 RIDGE BRD. W/ 2X6 RAFTERS ®24" O.G. ~ PLYWOOD SHEATHING ® N O z z Q GABLE TRUSS ~ BASEMENT O W . J ~ WOOD TRU55E5 ~ COPYW6HT 2007 24" O.G. ALL DRAWING AND WRITTEN MATERIAL APPEARING HEREIN CON5TI7UTE THE OR161NAL AND (A U6LI5HED WORK OF OAVIDSON PHILLIP5 ING. THE SAME MAY ..J NOT E7E GORED USED DI501-05EV OR 00NSIGNFD TO A THIRD PARTY WITHOUT THE EXPRESS I^RITTEN CONSENT OF DAVID50N PHILLIPS INC. MICH RETAI THE COMMON LAH COPYRIGHT TO THIS MATERIAL DATE: -7/20/0-7 REVI5ED: 5HEET # 3-1 d- SHINGLES PER ELEV, OVER X15 FELT PAPER OVt~2 ~.n d' 1/Ib" OSB W/ CLIPS AS REQ'D N 00 WOOD P05T 5EE PLAN N N 44> I'-O" r ^ a-4 WOOD RAIL'6 AND WOOD SPINDALS FASCIA BOARD PER ELEV. 0 PER ELEV. INSULATION PER MEG REPORT AND 5" ALUM GUTTER GUTTER 4 GEI ING HGT. L SPINDALS ®4" O.G, m w L w 5/8" DRYWALL OVER ohm WOOD TRU55E5 AT 24" 0/G 314' SUB-FLOOR'G VENTED SOFFIT PER ELEV. METAL TIE DOWNS AS REQ'D =1T PER ELEV. O Z~ I/2" DRYWALL OVER I/Z" DRYWALL OVER z ZX 5TUD5 AT Ib" 0/G H a WOOp FLOOR JOIST ~ SEE EXTERIOR ELEVATIONS Z ELEVATION5 a FOR FINISHES W N V w d INSULATION PER MEG REPORT N N 1 7/Ib' OSB SHEATHING AATHING 4; e-4 I/4u : I'-0u W z 0 11 STAIR DATA 3/4" 5uB-FLOOR T~6 GLUE AND SCREW FINISH FLOOR I. MINIMUM 1T2EAD DEPTH : 10' BAND BOARq INSULATION INSULATION 2. MINIMUM NOSING PROJECTION: I" PER MEG REPORT ORT 3. MAXIMUM RISER HEIGHT: 7-3/4" CEILING HGT. 4. MAXIMUM VARIANCE IN RISER HIEGHT: 3/8' 5. MINIMUM HEADROOM HEIGHT AT STAIR ANGLE: 6'-8" b, MINIMUM /MAXIMUM HANDRAIL HEIGHT: ~P"~34' 518" DRYWALL OVER 1, MINIMUM GUARDRAIL HEIGHT: 36" FLOOR JOISTS 8, MAXIMUM BALUSTER SPACING (CLEAR OPG 4' SEE F OOR IST I C) Q. MINIMUM STAIR WIDTH EXCLUDING WALL HANDRAIL: 3'-O" L ~ FOR SIZE Aft SPACING Lf) K) Ln SAME AS ABOVE EVE J -__.._.T._._____~_..__.._____._ I/2" DRYWALL OVER LIJ z 2X STUDS AT I b" DIG Q C) ALL HAW?RAIL, GUARDRAIL, OPEN WOOD RAILING o AND STAIR GOEMETRY PER STAIR NOTE BOX ~ w i-J 4J INSULATION PER MEG REPORT BALCONY , WOOD RAILING U V) O O 0 3/4" SUB-FLOOR TdG II 116° FLR, JST. II 1/8u FLR, JST, 61.UE AND SCREW FINISH FLOOR BAND BOARD INSULATION PER MEG REPORT e~ ~ INSULATION 'ORT 1--i 0 TOP OF FDN. S - SEE FLOOR J015T DRAWINGS 00 FOR SIZE AND SPACING w GRADE VARIES N~ =5 O 00 Q ~ A ~ BACK HALL 1/2 DIA, ANCHOR BOLTS W/ -::f`' _ -~j' _ - LONER HALL 1 MIN, EMBEDMENT I I~Tf~T_I=III=1 ~ I^I I=H I ITT FOYER L75 SHALL BE b'-0" OIG MAX, ` ~ I=) ~I I -III=I I I_I I I-III-I r 7- 11 AND 12" FROM CORNERS MAx. 111~1I1~=~ ~~I I(~I I- , 11=I I I=111=11 I-III-I I 1=11 hI ~ ; ~ ITf-1 I ~ I I~ I I-~I~I I 11- a e" PouRED GoNC, wALL ~ I I-1 I hI 11=1 I I=1 11=1 11=1 I I- ~ TUFF-N-DRY INSULATION BOARD I I I~ I I I I~T_hi I Ill 1=1 I N Q FULL HEIGHT - - . ° . II_I~I-I~I_ II 1/8 FLR. JST. `\~G,y~ II 1/8" FLR, JST, ~ PROVIDE BOND BREAKER ; : ~ 1=I ~ I=1 ~ I~ RECOMMENDATIONS ~N5 ~ BETWEEN WALL AND =III^~ FOR SLOPE WHEN N Z - I I ~ ~ FLOOR 51AB ; ' I I- I I-I ~ L- UNSTABLE GROUND I I ~ _ I I=~ 15 ENCOUNTERED ND I- G I I b MIL POLYETHYLENE ; I hI I I=111- _ RAWL SPACE I I VAPOR BARRIER TAPE I I~ I I~ I I~ I ICI l _ J I I JOINTS oR ovERLAP b I I-1 11=1 11=111=1 11=1 ~ N I I ' ~ III--1 I I~ 11~1~~ I~ ~ . 3112 GONG SLAB OVER i-i i i COPYRIGHT 2007 4 MIN GRAVEL -WEEP HOLE ®48 O,G. I I BASEMENT - _-_.=i i i- la O.G. ALL GRAMS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPJCLI5HED STL. BM. ~ P05T I PLACE ON NATURAL I I_ _ hI I I_I I I-I I ~ WORK OF DAVIDSON PHILLIPS INC. THE t.°..` MAY NOT 6E COPIED USED D15GL~ OR CONSIGNED TO A THIRD PARTY WITHOUT THE DPRE55 WRITTEN W/ FULL BASEMENT 1 I UNDISTURBED 5011 OPTION I I FINISH FLOOR - CONSENT OF PAVIP50M PHILLIPS INC. MIC 4 RETAINS THE COMMON LAW GOPYRIGHT TO THIS MATERIAL I A~ + ~ II f I I ~ u. _ r'' 3/4"GRAVEL DATE: 7/20/07 ?EL REVISED: r- ~ - - ~ 3" DIA, PLASTIC DRAIN TILE 8" X Ib" GONG. FOOTER PLACE WITH HOLES ON BOTTOM DOTER CANNEGT TO SELF CONTAINED SUMP PUMP OR GRAVITY DRAIN SHEET # I" 3-2 d- Ln It N oN0 N r+ v rTl W V-4 d' o ~ M p H ~ C CD N O 06 d^. r-+ SHINGLES PER ELEV. OVER SHINGLES PER ELEV. OVER X15 FELT PAPER OVER #15 FELT PAPER OVER 1/Ib" O5B bU CLIPS A5 REQ'D Q l/lb' 058 W/ CLIPS A5 REQ'D iCl m I'-0" p_pp FASCIA BOARD PER ELEV BOARD PER ELEV. FASCIA BOARD PER ELEV. INSULATION PER MEG REPORT AND 5" ALUM GUTTER INSULATION PER MEG REPORT AND 5' ALUM GUTTER ALUM CUTTER W CEILING HGT. Q GEILIN6 HGt. 5/8u DRYWALL OVER WOOD TRU55E5 AT 24" O!G 5l8" DRYWALL OVER VENTED SOFFIT PER ELEV SOFFIT PER ELEV. V WOOD TRll55E5 AT 24A OIG VENTED SOFFIT PER ELEV. METAL TIE DOWNS A5 REQ'D V O 0 0 ~ I/2' DRYWALL OVER ~ 2X 5TUD5 AT Ib O/G ~ 5EE EXTERIOR ELEVATION ERIOR ELEVATIONS W FOR FINISHES ISHES 4-4 ~ ~ w g ~ INSULATION PER MEG REPORT . Q o ~ lllb" OSB SHEATHING 5 5HEATHINC 00 I/2' DRYWALL OVER C) m 2X 5TUD5 AT Ib" O/G 0o 5EE EXTERIOR ELEVATIONS 111 FOR FINISH 3/4' SUB-FLOOR TQG GLUE AND SCREW FINISH FLOOR c; BAND BOARD INSULATION DARE) INSULATION PER MEG REPORT REPORT N I/2"DIA. ANCHOR BOLTS WI TOP OF FDN, ' 1' MIN, EMBEDMENT 5EE FLOOR JO15T DRAWINGS ' FINISH FLOOR BO1T5 SHALL BE b'-0" OlG MAX. GRADE VARIES VARIES z A AND 12° FROM CORNERS MAX. FOR 51ZE AND SPACING 4 GONG SLAB OVER z _ I- 4" GRAVEL FILL ~ d• _ 1/2"DIA. ANCHOR BoLrS w/ I - I I.I I I.I 111 I f-1 -1` O 7"MIN, EMBEDh~Nr I I hI I I- I I~ I I-I I I.I I' TOP OF FLR. " : ~ ' ~ h I ~ ~ ~=I ~ I' ^ , , , y , , ' ° ~ 1T5 SHALL BE 6'-0' O/G MAX _I I I~ I I~ I I-III-~ I - • ` ~ AND 12 PROM CORNERS MAX. ' ` - ~-rr-r l i-1 I I-1 I= u COPYRUGNT SOOT ® 48" O.G. ALL DRAHIINO AND WRITTrN MATWJAL APPEARINS I_= WEEP HOLE ®46 O.G. =1 I I-I ' _ co wALL wr 1= I-III-1I ICI I HEREIN GOH5TITUTE THE ORIGINAL AND UNPUBLISHED WORK OF PAVIP50H PHILUP5 INC. THE SAME MAY NOT BE COPIED USED DISGLOr.~Ci7 OR GON516NFD z ,f - _ _ I- 8 POURED NG, ~ A I=1 ~ h= I I=1 ~ 1=III= TUFF-N-DRY INSULATION BOARD TO A THIRD PARTY WITHOUT THE EXPRESS WRUTTEN GONSBIT OF DAVTOSON PHILLIPS INC. MCH RETAINS THE COMMON LAW GOPYRUGHT TO THI5 MATERIAL 8 POURED LONG. WALL TI ICI I f=111=1 DTI= FULL HEIGHr 4 11=-I I hI I i-11 hI 11= - rn n - ~ - DATE: -7/20/0-1 314" GRAVEL TOP OF FTR, C'~`~' REVI5ED: 3" DIA, PLASTIC DRAIN TILE 8' X Ib' CANC. F PLACE WITH HOLES ON BOTTOM INC. FOOTER ~ . CONNECT TO SELF CONTAINED SUMP PUMP OR GRAVITY DRAIN 8u X I b" GONG. FOOTER 5HEET # I/2'~II /111 I/+1M_II /~N 3-3 4. All concrete work shall comply with: ROOF TR TI N ANN I N~ CONS UG 0 PL a. AGI 301-84 Specifications For Structural Concrete for Buildings I. All interior and exterior stairways shall be provided with a means to (revised 198'1) I. Trusses shall be pre-engineered by the manufacturer, all truss data and Nt Ln Illuminate the stair, Including the landing and the treads. b. AGI 318-83 Building Gode Requirements for Reinforced Concrete layout sheets shall be provided prior to framing Inspection. (revised 1986) d' N 2. Gelling heights in basments without habitable spaces shall not be less than 7 2. Rafters shall be nailed to ceiling Joists to form a continuous tie between N~ feet 0 Inches clear except for under beams, girders, ducts or other 5. All footings shall be as follows: (based on 2000 psi soil bearing) exterior wally where Joists are parallel to the raFters. Where not parallel, N obstructions where the clear height shall be b feet 8 Inches, nominal wall thickness -footing depth -Footing width rafters shall be tied with a rafter tie, located ay near the plate ay 8 8 Ib practical. Rafter tees shall be spaced not more than 4 feet on center. d 3. Garage floor surfaces shall be sloped to facilitate the movement of liquids 10 8 18' Rafters shall be framed to ridge board or to each other with a gusset plate toward the ma(n vehicle entry. 12 8 20 as a tie. 4. The dimensions of a window well serving an E.E.O. window shall provide a min. b. Masonry fireplace footings shall be a pad type footing which shall extend 6 3. Ridge board shall be at least I" nominal thickness and not less In depth than net clear area of q square Feet with a minimum horizontal protection and (mint past all faces of the fireplace foundation and shall be 12 (min~ deep, the cut end of the rafter. At all valleys and hips there shall be a valley or width of 3b inches, hip rafter not less than 2 nominal thickness and not less In depth than the 1. Footings shall extend below the frost line of the Local Governing minimum cut end of the rafter. Hip and valley rafters shall be su ported at the ridge W ~ 5. Hazardous glazing shall be located In the following locations; in all doors accepted frost depth. (see deiygn criteria this sheet) by a brace to a load bearing partition or be designed o carry and O N cr, Including slidin glass doors and sideli hts; glazing In doors and enclosures distribute the specific Toad at that point. for hot tubs, w Irlpooly, bathtubs and s owers; glazing in wally above bath 8. Foundation anchorage shall be min. I/2" diameter bolts and shall extend a tubs or within a 24" arc of a door in a closed position or otherwise noted on minimum 1" into poured concrete and 15" into masonry. Bolts shall be spaced 4. RooF assemblies shall have rafter or truss ties provided at load bearing p these plans, b -0 on center max. And 12 from corners max. locations. b. Openings between the garage and the residence shall be equ(ped with q. Approved anchor straps shall be installed per manuFacturery 5. RooF sheathing shall be supported with blocking or edge clips when rafters H v~ either solid wood doors 13/4 inches In thickness or 20-minute Fire-rated recommendations. or trusses are 24 on center or greater. cc) H doors. 10. BackFlll shall not be placed against the wall until the wall hay suFflcient 6. Slopes less than four in twelve shingles shall be Installed over (2) layers of 1. Every sleeping room shall have at least one operable window or exterior strength and has been anchored to the Floor above, or has been sufficiently #15 felt a plied parallel to eaves with Iq" top lap and 12" end lap, with end a door approved for emergency escape or rescue with a min. Net clear braced to prevent damage by the backflll, laps Iota ed at least 6 feet from end laps In preceding coarse. CJ O N C) opening hgt. Of 24 inches and a width of 20 Inches. II. All surfaces of steel columns shall be given a shop coat of rust 7. RooF sheathing shall be I/2" lywood or ~/I6" O5B exterior grade. Provide 8. A minimum 3' x 3' landing shall be provided at all exterior doors with (3) or -inhibitive paint unless treated to provide corrosion resistance, plywood clips at unsupporte edges midway between members. Oo more risers. 12. Gravel space shall be provided with continuously operated mechanical 8. Trusses shall be designed by a Structural Engineer registered In the State N q. The maximum riser height shall be ~ 3/4" and the minimum tread depth shall ventilation at a rate of I.O cfm per 50 sq. Ft. Of crawl space minimum with of Ohio. trusses shall be designed in accordance with the National Design e-+ be 10" with a nosing of not less than 3/4 but not more than I I/4 at stairs approved vapor barrier over base coarse. Specification for wood and the Truss Plate Institute Recommended Practice with solid risers unless noted otherwise on plans. of Design TPI-85. Roof trusser shall be designed for the following loads: 13. All anchor bolts shall conform to ASTM A3Ol. 10. The greatest riser height and tread depth within any flight of stairs shall not Top chord Ilve load = 25 psf. O exceed the smallest one by more than 3/8° 14. All reinForcing steel shall be grade 60. lop chord dead load = 10 psi. Bottom chord live load = 20 psf, x II. Winder star treads at a point not more than 12" from the side where the 15. Center footings on column centerlines. Bottom chord dead load = IO psi. G treads are narrower shall not be less than q" and the minimum depth of any Total load = 65 psf. tread shall not be less than b" 16. Encase all steel columns, bearing plates, and anchor bolts below grade with a minimum 3" concrete cover. 12. Enclosed accessible space under stairs shall have walls, under stair surfacer and an soffits rotected with I/2" sum board. F I RFpLAGFS y P 9yP I3. Handrails shall be provided at all stairs with (3) or more risers. Handrails I Chimneys shall extend a minimum of 2 feet higher than an portion of the shall have a minimum hgt. OF 34" and a maximum hgt. Of 38" From the nosing building within 10 Feet but shall not be less than 3 feet ve the point where of the treads. the chimney passes through the rooF. FLOOR CONSTRUCTION 14. Handrails shall have a circular cross section with a diameter of I I/4" to 2". 2. A ortion of a chimney located in the Interior of the building or within the Lf) Or anon-circular cross section with a perimeter dimension of at least 4" but I. Joists under parallel load bearing partitions shall be doubled or a beam of ex error wall of the building shall have a minimum air space clearance to N) not more than b I/4 and a largest cross-section dimension not exceeding adequate size to support the load shall be provided, combustibles of 2 . 2 I/4 . 2. The ends of each )Dist, beam, or girder shall have a minimum of I Yi' of 3. Chimneys located entirely outside the exterior wally of the building, Including J 15. Porches, balconies or raised floor surfaces located more than 30" above load bearing on wood or metal and a minimum of 3" on masonry or concrete. chimneys that parr through the soFfit or cornice, shall have a minimum air the floor or grade shall have guardrails not levy than 36 In hgt. Open sides space clearance of I the airspace shall not be filled, except to provide 1.1..1 of stairs with a total rise of more than 30 above the floor shall have 3. Pre-engineered floor Joists, and or trusses shall be engineered the fire blocking Q guardrails not less than 34 In hgt. from the nosing of the stair, manufacturer. engineered data sheets shall be provided prior to raming O inspection. 4. Hearth extensions shall extend a minimum of Ib" in front of, and a minimum of Ib. Required guardrails shall have intermediate rails or ornamental closures 8", beyond each side of the fireplace opening less than b sgaare feet and N which do not allow the passage of a 4 sphere. 1me triangular opening 4. Drilling and notching of pre-engineered floors shall be done per 20 and 12 respectivly for 6 square feet or larger: Formed by the riser, tread, and bottom rail shall mot allow the passage of a manufacturers recommendations. b" sphere. 5. Wood or combustible materials shall not be placed within 2" of the outside 5. Sub flooring shall be 3/4" tongue and groove (T 6 G) exterior grade. front, back, or side surface of a masonry fireplace, Including the smoke V ~ O 17. Required smoke detectors shall be hardwired and interconnected with a chamber, and not less than b" From the inside surface of the nearest Flue battery back- up. In rooms with cathedral or sloped ceilings the location of b. Draftstopping shall be provided ar required when there is a usable space lining. the smoke detector shall be 3 horizontally from the highest point or per the above and below the concealed space of a floor/telling assembly. o O manufacturers recommendations. b. Factory built Fireplaces shall be installed In accordance with the (1) `n C- manufactures recommendations and a copy shall be provided prior to I vi i I from WALL CONSTRUCTION I8. House address numbers shall be posted, 4 inches In he ght and s b e Inspection. the curb line LK_ 7. Factor built or masonry fireplaces shall be provided with an exterior air Iq. Foam plastic shall be separated from the Interior of the building by a minimum suppi o assure ro er fuel combustion. " h I n nlcal I. All structural members shall be fastened in accordance with chapter b of the y p p I/2 gypsum board. The gypsum board s al be installed usi g a mecha bulldin code in affect. . Q o system. 9 20. Wall and telling finishes shall have a Flame spread index of not greater than 2. Engineered data sheets for built-up beams shall be provided prior to W HF~4T1 N~ ~ COOL I N6 200. framing Inspection. o 00 21. All ex osed Insulation materials installed in floor, roof, and wall assemblies; 3. All headers in exterior walls to be (2) 2x8 U.N.O.On plans. I. All HVAG work shall be installed in accordance with the Residential Gode of p Ohio in effect in this Jurisdiction. crawl spaces and attics, shall have a flame spread index not to exceed 25 4. Fire blockin shall be rovided to cut off all concealed draft o enin y (both i-D with an accompanying smoke develo ed index not to exceed 450 when g p p g 2. When heatin and coolin a ui ment is located in an a ui ment room, an tested in accordance w(th ASTM E 4, vertical and horizontal) to form an effectNe fire barrier between stories, 9 9 q p q p and between a top story and the roof space, unobstructed working space not less than 30 Inches wide and not less 22. Moisture va or retarder shall be rovided in all frame wally with a max. than 30 Inches hi h shall be provided along the control side of the p p 5. All wall and wind shear bracin shall be acco Ilshed b sheathin the entire equipment when t e door of the equipment room Is open. Perm rating of I.D on the warm In winter side of the thermal Insulation. 9 ~ y 9 house in 'f/Ib osb. 8d nails at 6 on center at panel edges. 8d nails at 12 N on center at panel intermediates. panels to be nailed to sill plate. 3. Fuel burning heating and cooling equipment shall be provide with a volume of 23. SIIIs and sleepers on a concrete or masonry slab which is In direct contact 50 cubic ft, per 1000 Btu/h. or an air supply shall be provided to assure with the ground shall be preservatively treated or decay resistant b. Masonry veneer shall be anchored to the supporting wall with corrosion proper fuel combustion. O z heartwood of redwood, black locust, or cedars. resistant metal ties. 4. An approved drain shall be provided to dispose of condensate from the 24. Wood columns shall be approved wood of natural decay resistance or -i, Each tie shall be spaced not more than 32" on center horizontally and shall cooling coil. condensate drains shall terminate outside of the building, or to a O approved pressure preservatively treated wood. support not more than 2 2/3 sq. Ft. Of wall area. floor drain, plumbing fixture, sump or approved location. J 25. Protection against radon shall be installed as required per local Jurisdiction. 8. The veneer shall be separated from the sheathing by an air space of a GOPYR15HT 2007 26. The maximium len th of a 4" diameter clothes dr er exhaust duct shall not minimum of I" but not more than 4 I/2". 9 y FLEGTRIG~L exceed 25 feet from the dryer location to wall or roof termination. q, Flashing shall be located beneath the first coarse of masonry above Finished ALL DRAWING AND WRITTEN HATER AL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND LNf JOLI5NED WORK OF PAIAP50N PHIL-1P5 INC. THE 5AME MAY ground level above the foundation wall or slab, and at other pointy of I. All electrical shall be Installed in accordance with the N.E.G. In affect in this NOT BE COPIED InEO 015CL05W OR 601616NED TO A THIRD PARTY WITHOUT THE EXFRE55 WRITTEN GON5ENT OF PAVIP50K PHILUP5 ING. WNIGH RETAIN5 support. Jurisdiction. THE COMMON LAW GOPYRIGNT TO THIS MATMAL FOUNDATIONS ~ CONCRETE 10. Weep holes shall be provided 1n the outside wythe of masonry wally at a 2. A minimum of one 20-ampere laundry branch circuit shall be provided to I. The assumed loll bearing capacity shall be 1,500 psi U.N,O. max. spacing of 33" on center. Weep holey shall be a min. of 3/Ib"" In supply the laundry receptacle outlet(s). This circuit shall have no other DATE: 7_/_20/0 diameter located Immediately above the flashing. outlets. REVISED: 2. The f(nished grade shall fall a minimum of b" In the first 10 feet from bulling perimeter. II. Wall studs shall be 2x4'r ®16" c% or 2xb'y ®Ib" c%/ and shall be one 3. All dwelling unit bedroom(s) branch c(rcults shall be protected by an arc-fault piece Full height. Provide a minimum of 2 study at each side of all openings circuit interupter providing protection to the entire circuit. 3. All concrete shall have a minimum 28 day compressive strength of 3000 psi through all walls unless noted otherwise. except as noted. Concrete exposed to the weather and In a horizontal position in the final structure shall have a minimum 28 day compressive strength of 4500 psi and shall contain 5RS -1`M entrained air, Concrete SHEET # shall not contain calcium chloride. Basement slabs shall be a minimum 3 I/2°. Porches, steps and garage floor slabs shall be a minimum 4" 4-1 ELECTRICAL NOTES. d' I, ALL BEDROOM OUnETS TO HAVE ARG-FAULT GIRGUIT ?n d- INTERRUPTERS, N 0N0 N 1 2, ALL OUnETS WITHIN b' OF 51NK5, IN THE GARAGE,BASEMENT, AND ON THE EXTERIOR SHALL BE G.F.I. PROTECTED 3. ELEGTRIGAL REGEPTAGLES SHALL BE INSTALLED ALONG THE WALL SO THAT NO POINT 15 MORE THAN b'-0" FROM AN OUTLET ON ANY WALL 2'-0" OR MORE IN LENGTH, AND AT EACH h~~l KITCHEN COUNTER THAT 1512" OR WIDER, PER NEG. 210.52 4, A MIN. 20 AMP BRANCH GIRGUIT SHALL BE PROVIDED 50LEY TO SUPPLY N THE LAUNDRY REGEPTAGLES PER NEG. 210.11(GH2} 5. PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEG. 210,52 M 0 ~.J.~ O b. PROVIDE ONE RECEPTACLE WITHIN 25'-0" OF ALL HVAG UNITS PER NEG. 210b3 IAG LOG.I I I I I I-+ r, I SEVIGE PANEL VJ d- I F`r"1 N v ~O T N~ I N I d' r J9 I J9 J9 I x G I I I Q I ~ Q L(~ m z tX Lf) I u_ I w J9 W O I I I U I I I I TO 5W1 G AB . z 1 1 1 1 1 1 • ~LJ_J__L~_1 Q SYMBOL LEGEND o ~o ~ Ilo~ DUAL ounET I Z ~ uvv ~wIrGHED ounEr ~ IIDv WEATHERPROOF OUnET J9 CL ~ o ~~i IIOv GROUND FAULT INTERRUPT OUTLET J9 220V 220v REGEPiAGLE m ~ LIGHT SWITCH ~ /~I j I ~ / I I I (3} WAY LIGHT SWITCH I I I Ljr) I I I •~R•4 (4) WAY LIGHT SWITCH I / ~ I I I / ~ I r_ ~^__J s SMOKE DETECTOR I ~ _ _ ~ I i \ I ~ SUMP O ~ ~ _ ~ 1 I PUMP - I I ~ ~ I t;~~i l ~ GEILIN6LIGHT L____J._L. J 1_____J WALL MOUNT LIGHT ~ o pc CEILING LIGH1-PULL CHAIN z c RECESSED GAN LIGHT J.~: O J EXHAUST FAWLIGHT COMBO GOPI'RI6Hr zom p EXHAUST FAN ALL PRAWING ANP WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE OM61NAL AND IANPUEIL15HEp ® TELEPHONE OUTLET WORK OF PAVI05ON PHILLIPS INC. THE SAME MAY NOT BE COPIED 05FP D15GL05EP OR GO4516NEP TO A THIRD PARTY KTTIOUT THE E%PRE55 WRITTEN GOWBENT OF PAY105ON PHILLIPS INC. MICH RETAINS THE G014-ION LAW GOPMI6HT TO THIS MATERIAL ® DISP05AL GABLE OUTLET n TRACK LIGHT DATE: 5/25/07 REVI5ED: L,~ri 200 AMP ELECTRIC SERVICE PANEL U4° = I'-0' SHEET # E-1 d- Ln ch N I 06 N N dq v w in w SYMBOL LEGEND IIO~ DUAL OUTLET IIOv SWITCHED OUnET 0 IIDv WEATHERPROOF OUnET IIOr GROUND FAULT INTERRUPT OUnET H 220V \`r 220v RECEPTACLE II I ~ LIGHT SWITCH l I I /I I i""1 N v O o0 3 WAY LIGHT SWITCH / I I ~ ~ (1 I - ~ I I N ~4 (4) WAY LIGHT SWITCH l I l I d^. H u 5 SMOKE DETECTOR l I Q I I IGHr DIN l I CEILING L wss / DEN Q / I WALL MOUNT LIGHT Q / I ~O / I GREAT ROOM p ~ ~ 1-4 CEILING LIGHT -PULL CHAIN / I -i - / I - / c RECESSED CAN LIGHT / I • _a / I r- / I ~ F EXHAUST FAWLIGHT COMBO I ~ ~ I ~ / I / EXHAUST FAN _ 1 ~ ~ ~ ~ ~ I / --i ~ I ~ / ® TELEPHONE ounEt c ~ I ~ 1 \ ~ / C~ I i I ® DISP05AL v~ ~ \ ~ o KI'I~ N 1 LA m GABLE OUTLET ~ ~ I OI © I ~ li 1 Lf) n I T i I 1 I l LOWER HALL EGTRIG SERVICE PANEL © 200 AMP EL J W 24168 O 1 1 U 1 1 1 1 1 1 1 / ~ ( TQ LI~{iT BEt{OWI TO SWI A6 . N o'er z W Q l I I I I I \ ~ LJ_1_LJ_1_L _ ~ _ - I i / 0 I i ~o L,AU_ ~ I ~ z 2668 1 I H Q/ 1 I I a ~ _ DINING ROOM / FOYER LIVING ROOM ~ / ~ I ~ / ~ ~ / I I GARAGE l l / cn / / I i Lr) ~ ATTIC ~ / I ACCESS I ~ 22X30 I / l L----~ / I ~ \ i ~ ~ \ / \ ~i I I I O GARAGE DOOR 1 GARAGE DOOR I / z OPENER PRE-WIRE 1 OPENER PRE-WIRE l / 1 ~ / \ ~ O J ~ POR H COPYRIGHT ?001 I ALL DRAWING AND WRITTEN MATERIAL APPEARING HEREIN CON57ITUTE THE ORIGINAL AND LNPUW5}IED NORK OF OAAD50N PHILLIPS INC. THE SAME MAY NOT BE COPIED USED 015CLOSED OR CONSIGNED TO A THIRO PARTY WITHOUT THE EXPRESS WRITTEN I 1 CONSENT OF OAVIPWK PHILUP5 INC. VHIGH RETAINS THE COIiMON LAN COPYRIGHT TO TH15 MATERIAL 1 1 DATE: 3/23/07 REVI5ED: ~ I/4° c I~-0° ~ ~ i i' i~ i ~ i SHEET # E-2 I-- cV o6 N d4' V--4 SYMBOL L~G~ND ~ i W ~ Ila DUAL OUnET ~ M. BEDROOM ~ GREAT ROOM BEDROOM #4 w Ln w ~ ua SWITCHED ounEr I ~ I Ila WEATHERPROOF ounEr I Ila GROUND FAULT INTEW~IPT OUTLET I O szw ~ 22a RECEPTACLE ~ ~ H ~ LIGHT SWITCH \1 s ~ 0 (3) WAY LIGHT SWITCH ` H ~4 (4) WAY LIGHT SWITCH e 0 N O O s _ 1 Q SMOKE DETEG70R ! T / ~ CEILING LIGHT ~ ~ ~ ~ W.LC. ~ ~ BALCONY ~ I I I .-''ter- WALL MOUNT LIGHT ~ ~ I 1 ~ IN k ~ CEILING LIGHT -PULL CHAIN ~ I ~ Q I \ Q L__J \ M. BAT I c RECESSED GAN LIGHT W.I,C. ~ I _ 0 I H EL W F EXHAUST FAN/LIGHr CAMBO 1 I - - s~ 1 I ; F AN I I Q EXHAUST F ~ ~ I. ~ W.LC. ® rELEPHOi~ ounEr ~ ~ p z \ 0 0 0 \ DISP05AL ~ \ / 1 0 GA9LE OUTLET ~ ~ TRACK LIGHT BA Q ® 2O0 AMP ELECTRIC SERVICE PANEL ~ ~ ~ BEDROOM #2 F BEDROOM #3 d f ~ P 0 F W ~11/t.-lOJ~S* ~ r - ~ c~ dwi i ;`i f) pit G-^ r, ~ j~ 'i . W Q ' 1;3'x'3 ' 2468 r. , :w ~ ka..n. : F" 5;' l 1 Z 200 P. AM CON~1lEC`T~D LOAD 47;6 ~,W, ~ 198,.3.3 AMP . -T. 3 AMP y~~ f , ~ ;I 200 AMP. METER W;S,,~~ ,~,ITEMS~ ~K.W.'i~,~.~ C;CT.~'!`,~.K,R' i~C,V"~.i ~:LTE.MS iVU;S: ENCLOSURE ~,w~°' ''~~,s' ~ ~ :$~RA.NGE, 9 00 +2/~0 + 1 2:;?J4Q 3,OG ~A1R CGNb ~ 8 3 4 l s19 DRYER 4,00 .213q 5 ~ 1l2Q 1,04 MiCRGWAV~ ;;12 irp 4..p. - I ,I # > 'j 1120 1,00 W~IRl.P4~L; ~ 12 I 32 i 4 BARE COPPER . , TOWATERPIPE x':12 REFRIGERAT`Oft X1,00 1120 9 '10`1120 ' 0.$q" >~~TG~IEN #1.` 1 12 2- 2 PVG ~ i '?2 O RISERrSGH.80) ~2'xiTC~~N # 2 a,ac J1i20 ~ ~1 12.:i1zo 1,4!d '0 .i_ ' 2 i _ ~ 1N NG 1. 12:WASHER 1.0 r_~r_,._..~..,.. ~ , 0 1120 , 13i ~1~ 1120 1,00 I~AMILY RM" : ~ i2 i2 z -r - , . ,.i4`,STUDY'~ ~ 0.80 '1/ _~4+_ 15 f' 1b ~.16~~1/16 IO.d~J ~GQfl # 1 ~;4 ~ ~ i-14 O K~ a~GOO~ ~ 2 ~ ' X4.40 ,1.115 17 ~ 18.1115 1.04 ~ISHWASNER ' 14 GRADE ~ --T--- R 14 J i + ~ 12 BATH GFl 0 80 1/20. :1`~ 201!15 0 50 QISPOSAL ~ 1d C07R16HT ,2007 I i - ja~FURNAC~ ~o.5a I `i1 4 ~ ~l1 1 1.5 2 .~21 5 .50 SUMP.:, 14. 1 ~ - ALL DRAWING AND WZITTFN MATERAL AFMAWNS 1 HEREIN coN5nTUTE THE ORIGINAL AND LM'UBL15HW ro PoWER SUPPLY 14;LTG 11.8q (15 i 32 24 l15 '1.50 LTG ~4 WORK OF DAVID 1 PHILLIPS INL. THE SAME MAY NOT BE COPIED IYED DI5G4.05ED OR OON5I0NED To TO A THIRD PARTY WITHOUT THE EXPRESS WRITTEN 1 00N5ENT OF DAVIOWN PHILLIP5 IHG, W11G4 1iFTAINS THE COI-MON LAN OOPt 1014T TO THIS MATERIAL ..14 ~ ~r14;~7G.~~^`~~__."1.OQ1115 '25 .261115 ~1.OQ GPI BASS 14 BARE COPPER ~ 3' i `i TO GROUND ROD 225 AMP :14~SMOK~~DET 0,50 1115 27 281115 (1.00 ,LTG ~ 1~ MAIN BREAKER 14~LYG 0.,,0 X1115 29 30 X115 50 T 14 DATE: 3/23/01 PANEL _ ~ 1 ll. .G. 1 ~ J 1:4 REVI5ED: ,2~8ASE ~1E~ T X1.001120 ~ 31 32!t115 ~1.5Q ~l.i'G BASE ~ 14 n 14 f ~S ARE 33 3~? ~SRARE •SPAR~ _ _ _ I _ .35.,36 ,S~AR~ + SPARE ~ - .:;37 38 - ; Sf~AR 1 , . SHEET # No SG _SPARE !~39 4 ~ ~ ~ ~;+SRA ALE 0 _ R . ~ - E-3