Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
07201237 Permit File
CITY OF DUBLIN. June 10, 2008 Division of 1W&S Stadards Tammy 5800 -Rings Road Stewart Title Agency DAn, Oho 43016-1236 259 Schrock Road Phone: 6144104600 Westerville, OH 43081 Pem* Phone: 6144104670 Fax: 614-761-6566 Au metod inspection RE: Permit Address: 7890 Tullymore Drive Lim 614-410-4680 Web site: www.dubfin.oh.us Permit Number: 07-201237 Dear Ms. Darst: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, ffrey S4Ty, CB irector of Building Standards w CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 I RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. r, n ; ADDRESS: ; PERMITNO.: ~ t-C, ~ ~ By; FINAL INSPECTION DATE: Building Permit No.., Project Address: ~ 9 u~ l mop- ~ ~ Ins ection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation ~I]G14r PA TZ'11 Underground Sewer Footing ~ZJ1-7 r~"y` Final Electric Foundation A,,.r~ Final Steel Plumbing Foundation oI51-7 / 132- Final HVAC /*f AP Final Gas Wgler ,qp )go4 r1~,ce~,yw~ Radon I134yQ7 jt Preslab Piping Rough Engineering It-O8 AvI Electric (CWA) Engineering 5-q-08 A Electric (Pre-Sod) Service I -lt~ A- Final Rough Z') 0 lZs( - $o (~ip00 Engineering 1 Plumbing Gas Piping ~/f/4 ~ ,,Cj4 51 (Rough) Rough HVAC Final Zoning MY, Fireplace 'Y ? K 1 AC ~vrl' rzv Zoning Rough Occupancy 124"' f 51 Framing ofzw vl~ Division of BuDding StMdArds 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VfMJ3 614/410400 7CIIITY OF DUBIIN InspectionLinne:614/410-"80 CONDITIONAL APPROVAL ACvRVElYt>;rrlf TMs agreement made rind entered into by and betwecu Virginia Homes, Ltd. (>'rgject Mangy pyffionani Contractor) herein after known as the Project NSanagcr/C3encral Contractor, argavio R.eddiomau _&_Raiith8 (0Wmcr10ccup4"warapu Hamumater ]mown as the Owner/Oocupant, and the City of Dublin, hovinaft r ktrowu as the City, who mutually agree and aovcnant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: 7890 Tuliytmore Drive 72-01237 Building Permit No. . has applied for at Certificate of Oceupanoy. I The premises, as of the date this agreement is signed, has not met all requiz=u ats of the Dublin Codified Ordinances, hereinafter known as the Code, and *Arefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agraemcn4 is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those ibuns necessary to. be completed priors to the project trceiviug final approval, 4. Acknowledging that the premises art: not completed and tfiat oortaiu items, as shown, are requir=mts of the Code of the City, the Owner/OccWtut, requests that the City allows occupancy of the premises grid use of the property as of the date of this agreement. 5. In return for such above Conditional ANA*i 6 liMmiect Manager/GenaW Contractor agrees to complete all itms as shown by (date) _491 _ and further agrees to release, hold harmless and mdemmfy the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that alight arise as a result of permiWng occupancy folder a Conditional Approval Agreement. 6. In rotum for the City allow mg conditional approval, the Ownw/Occupant hereby releases the City, its agent, assigns and employees from any snd all obligations and/or responsibilities related to the completion of the premises, and flzrther agrees to release and hold banalasa then City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval 1',DUBUNDATJ1._FFA,SFlZVER'PEA\M\ThOMEWFRCOWPWC! 1DOC1FORM%CONDMONAt OCCUPANCY AGREEMr Uft Page-1 ufZ Upttued4.p7 Agreement causing the premises to be vacated; and/or the City may initiate lagal action, if these items arc not completed on a timely basis, and within the schedule contained in item 5 of this agreamenc The OwneVOccu;=t 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 prerises into compliance with this Conditional Approval Agreement. 7. The Owner/Oocupaat and the project Mxnagcr/Gtneral Contractor both agree that the City, by accepting this Agreemimt is allowing occWaney as of the date of this Agreement bas in no way waived, forkitcd or otherwise imliriquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The OwnerlOocupant acknowledges twat he is under no obligation whatsoever to enter into this Agreement, but that abs=t this Agmement, Conditional Approval to use the property will not be 9. This Conditional Approval Agreement will serve as the Temporary Occupaucy 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 bas not bm completed, but the Building Official has determined the building cau be occupied safely. Project Manager/ on tar Date Prof t Manager/ oral Contractor (Signaome) (Please Print) SA y i D C' RE DD T A u Mail Owner/Occup a~ ~Ms or a %6uVccupant (Sigaaturo) (Please Print) WCA0 x Dublin Date t1DU"DA7A_PER-SERVBRIP6RWER?THUMEWIAFFlCE1wP=CSV=WOJtMS'tC4NDMONAL OCCUPANCY AENT•JoC - Pip2of2 t*doW4-02 stewart 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: 7890 Tullymore Drive (16 Bishop's Crossing) Building Permit Number: 72-01237 Loan Number: Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $11,000.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Approval Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincer ly, Tammy Darst Vice President of Operations and Escrow Division (614)818-1103 259 West Schrock Road, Westerville, OH 43081-2874 614-895-0200 Sfax 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 Application # 7_,20 f 2 3 -7 Date The undersigned inspectors checked your property at 7E_ 2,0 for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS cr A e G !cam ~ t be t 8 po ~ r~T ~ ?APPROVED ? DISAPPROVED By ACONDITIONAL CITY OF DUBLIN u Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: V1 _rQ i ti to- 40MC.5 Company: Site: 169 (Provide Detail Plot Pia of Lot) Lot No: IIb Application No: r~ 201 23' Subdivision: i K!R PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ZApproved 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 9""5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 3.090 (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: $OK D * 10'000 IIP.lr1 cira? P >~r~ t?jG 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: 411t A Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP - (~1 Project Address: ~ Building Permit Ne.• . x Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Insulation j Plumbing PA r'u41 Underground or Sewer IM 14 Footing -Ili a nR't, Final Electric i2~,(5 p Foundation q % 6 P RUC ; tN L lc Final Steel Plumbing Foundation to/S/7 fi Final HVAC ~YW AP ' Radon L Final Gas /x!/09 4p Preslab 0~ P V ' Piping Rough Engineering r A- Electric (CWA) Engineering Electric (Pre-Sod) Service C1. Q Final /y!/ ~p~OOfl Engineering 1 Rough K U'0 ~9 ? ~Iy~t(,~,.n,v! .SO.l7la5blti ('f "~c~tu~x~e Plumbing F Gas Piping (Rough) f Rough HVAC 1118 ~L Final Zoning IN L 400 &-el Fireplace 4S °YI rzw Zoning Rough Occupancy -14'" E BL Framing 13L r Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial ? Code Enforcement Residential ,,L1 Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDDR 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit j o ;1 Project Name : Project Address: / mot; Contact Person: Contact Phone: YES NO 1) Approved Landscape Plan & ROA YES NO 6) Sign-ftffM'albs approved YES ` NO 2) Plans, Checklist & Permit on Site YES NO 7) P Cffig spacfs, number & striped YES NO 3) Li,ghfinfinstalled per plan YES NO 8) HarnitC" spaces properly signed '~ar,.M YES NO 4) Landscape installed per plan YES NO 9) I'mit g islands 7 foot minimum YES 5) Mechanicals screened per code YES O 10) Meet residential appearance code Zoning Approved ? Zoning Conditionally Approved (See Comments) a1 Zoning Disapproved (See Comments) ? Date of Inspection Inspected By COMMENTS u. rr ,,t 1 C 111 J' f,?f~N Zoning Inspection Form PLA-120 Date 08/12/04 I VIRGINIA HOMES, LTD., COLUMBUS, OHIO, 43215 3 3 0 2 7 DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE `s 4-21-08 BC16 7890 Tullymore Drive 300.00 .00 300.00 # i 4-21 08 3302J -inn-no on 7--lon nn PLEASE DETACHTHIS PORTION AND RETAIN FOR YOUR RECORDS O Third COLUtMBUB OHIO Bank 3 3 0 2 7 VIRGINIA ® 25-216/440 VIRGINIA HOMES, LTD. ` i 209 E. STATE STREET COLUMBUS, OHIO 43215 Pay: ***************************************Three hundred dollars and no cents DATE CHECK NO. AMOUNT April 21, 2008 33027 $********300.00 PAY TOTHE City of Dublin VIRGINIA HOMES, LTD. ORDER 5800 Shier Rings Rd. OF Dublin, OH 43016 1180330271111 1:04400 2 L 6 W 7 28 L L8 248011• r CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: t Company: Site: (Provide Detail Plot Plailf of Lot) Lot No: (jn Application No: 77- W1 23'7 Subdivision: I 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) ?"1'1. 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 Of`- .522. (Ord. 7-75, Sec. 150.039(J)) (O.R.C. 723.011) (Ord. 40-98, Sec 5.090 (G)) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) 16. Submit "As Built" Plot Plan or- -5p-2, ? 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: E~>O ktn tl f C rr?() 111tv, d C41144C4C ,-l t 13C4 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: 4J-Z' Y 0 R Re-Inspection: pproved ? Disapproved ? Conditional Inspector: Date: 5-2 2 -o Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 5750 Ckandier Court REVISION DATE & REQUEST Westerville, OH 43082 8/16/n7 (SA) CHANGFD HOUSE DIMENSIONS E-Mail: hoyssinc@aol.com y 1 Phone(614)895-1922 Survey Fax (614) 895-1949 SURV YING Construction Fax (614) 895-9549 SERVIC S, INC. R VIRGINIA HOME%* HOUSE STYLE 535 "C" LOT/SUBDIVISION 1~rFISHO?11S CROSSING ? CITY OF DUBLIN SCALE 1"m 20' ? PB.5 ? PG. 117 ? DATE 08.02.07 ORDER NO. DRN. DR/NV CK. FLOOD ZONE X ? COMM. PANEL 390808 ? PAGE 0150E ? DATE 09-27-91 MINIMUMS R:25% S:6718' --------------------------------------:t 8 0.00, EX' EROSION 6'EASEMENT CONTROL J 928.80 - 3 ? s-~- s-~ ' CATCH BAS 20' NO BUILD ZONE ? ? T.C = 928.90 •05 6' EASEMENT 50.00' 1 i 10' EA EMENT h A/C UNIT f 930.20 I o 2.00 I 17 15 F.F.=932.40 ;,1a M F.F.= 932.20,/ o c I F.F.=932.70 Lp v r• I T.O.B.= 931.20V 6 ~ n, M BASE.= 923.45/ 14.00' P j t14. rn ; ; Z~ G 19.33 N 11.33 0 v' 930.20 930.20 929.70 21.33 ° 929.50 r 30' BLDG. LIFE ' MANHOLE 9~ 2 , I I J 16DRIVE I XT.C.- 929.E 18$ ° o L W SAN. SE. TAP,/ 32.00' SLOPE=~ E.O.S.=919.80 3 2% 20' EA EMENT 9` 929.20 929.07 929.20 2' B/W 8' BIKEPATH ? 80.00' 1 T B/C WATER TAP ? 7'B/C,/ 928.77 928.67 928.68 928.77 (BMC) ENf;nvEFRnvcrn?ff'?IANCF CURB INLET EROSION city of Dublin T.C.= 928. CONTROL INDICATES MAJOR FLOOD ROUTE APPROVED AS NOTED j, e"8. 2t,07 7890 TULLYMORE DRIVE 701 *"NOTE: WATER SERVICE SIZE = 3/4"." t/ "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. NOTE : BUILDERS TO PROVIDE ? PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY TREE PROTECTION DURING ALL THE CITY OF DUBLIN PRIOR TO INSTALLATION." PHASES OF CONSTRUCTION. I HEREBY CERTIFY THAT THE BUILDER TO MAINTAIN / GRADE ELEVATIONS SHOWN ON EROSION CONTROL ? THIS PLOT PLAN ARE THE We hereby certify that the orregoio g PLOT PLAN was prepared from RESULT OF AN "AS BUILT" SURVEY information provided by the Client and data obtained from Engineered " SQUARE FOOTAGE DATA Subdivision Plan. This Plot Plan is to be used by the Client for the sole FOR HOMEBUILDER PRICING AND ESTIMATION GE PURPOSES ONLY PERFORMED ON purpose of obtaining a buildinrz permit. The use of Ec Plot Plan for any other purpose is strictly prohibited. ,alpttrlllpr i LOT 10400-0 wAtu 512.0OF qyo House 2204.0 8246.0 STEVEN son cov. mRVErOR OR BU40ER SiGN77PE DATE + j' + OF- 560.0 LOTCOV. 21.19% 31 7313 APPROACH 254,0 S By ~RVEY D \ 929. ?9. ~,ts 0.50• 929. 2 SPR 929.2 g ~ ••.15 14 \ ~o Q ad, gay ® 89 87 -~2 % ~r o_ I s 2 18 • 11 5 •N ~ ~ rc 41 `~a~ ~ 19 77 9 56 57 'Ir a ~cr 76 r ,~g• sue, g`~g `fly c\\9~~s '~C~``9? 9~9e , p g~~ Gh/ % 0s 75 S _ 9 c n. i c : • _ / '7A 04,115/2008 13;29 V:uk 614 228 VIR(";ITvIA HOMES 2001 CITY OF DUBLIN Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43416 Inspection Requests: (614) 410-4680 Telephone: (614) 410^4670 SUBCONTRACTOR DISCLOSURE Application Number: 7-2012371~~_~ Project Address: 7990 7ultyrnore Dr., Dublin, OH~ Lot 016 bishops Crossing General Contractor: Virginia Homes, Ltd.. Telephone: 6 1 4 12-28-0404 Fax 614 / 228-2454 All registrations roust be current through the issuance of a Certificate Of Occupancy, including Insurance and all applicable State Certifications. TYPE NAME DUBLIN REG. # (required) EXCAVATION Early CrtdinjL& Excavating 121-08 ELECTRIC afewlectrlc_ 277-08 HVAC American Air Comfort Tech 148U8 PLUMSING Accurate Plumbing 17-08 CONCRETE JL Poured Walls 71-08 LANDSCAPING Eastside Nursery P_.--._-94-08 SANITARY SEWER Ea le grading & Excavatln 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. G-%fanr*%C ip tt Dubim sure Disclosure CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. - ~n I Z _ 61 APPLICATION FOR ELECTRICAL PERMIT Job Address -I'V+© F u l ln~/,~me(c Dr. Parcel No Subdivision b+ 5YtC ~ U6 r-S (1-a Lot No. 160 Owner Name VI I`lZ.~tl h l I`'~JY?n~S Telephone Contractor Name ~c ~ CLe r t G. GP °-VIQ Telephone Contractor Address Dublin Registration No( fl - Q-7 Residential: New Sq. Ft. 53L10 Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) /1(16 Total $ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any pr sions Df sa I s. Signature of licensed contractor or homeowner I Division of Building Standards Cry-) 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 . . . . . 07-00201237 Date 1/02/08 Property Address . . . . . . 7890 TULLYMORE DR Parcel Number: 147-0114015000 Alternate Address: BISHOP'S CROSSING #16 Tenant nbr, name . . . . . . SQ FT 5340 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 220.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/30/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 20.0000 RES ELECTRICAL SERVICE 180.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement 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 Fee summary Charged Paid Credited Due Permit Fee Total 220.00 .00 .00 220.00 Plan Check Total .00 .00 .00 .00 Grand Total 220.00 .00 .00 220.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date cm I I Application No. 0'q ZOi 23 APPLICATION FOR ELECTRICAL PERMIT Job Address © ~k y I VQ ~r Parcel No. Subdivision E 7) I'S YD-1 C~ryc---,S I Y"~G Lot No. ` Owner Nam(V 1 f&\1 n t Dyyl''-S Telephone Contractor Name M~Tel,phone Contractor Address W OAS 64 Dublin Registration No. J~ Residential: New Sq. Ft. Alteration/Addition Sq. Ft. r,nl Temporary Service $40.00 ` ~uU $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) Va , Total $ ~0 JOB DESCRIPTION - e-Ao\4e__ 9 Q This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any prov' ons of said a Signature of licensed contractor or homeowner Division of Building Standards 9 Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201237 Date 9/21/07 Property Address . . . . . . 7890 TULLYMORE DR Parcel Number: 147-0114015000 Alternate Address: BISHOP'S CROSSING #16 Tenant nbr, name . . . . . . SQ FT 5340 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement 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 Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 12/12/2007 14:37 FAY 614 223 2454 VIRGINIA HOMES 2002 OC7-07-2005 09:45 City of Dublin, 6147616566 P.02 CITY OF DUBLIN( Division of Building Standards • 5800 Shier-Rings Road ¦ bublin, Ohio 43016 Phone: (614) 4104670 • Inspection Line: (614) #10.4680 SUBCONTRACTOR DISCLOSURE General Contractor: VIRGINIA H02-4ES, LTD A ppticetion No.: 07-201237 ,Job Addimss; 6$14 Sagestone Dr., Dublin, OH Lot #16 Bishops Run The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable Slate Certifications. TYPE NAME OR CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* he 1 J ~CONCRE TE* JL Poured Walls 71=07 !MASONRY _ !STRUCTURAL* stra t La ELECTRICAL* _-Safeway Electric PLUMBING* Accurate Plumbing IHVAC* American Air Comfort T@tjch 1486-07 ;INSULATION Columbus Insulation 132-07 ROOFING' Strait & Lam DRYWALL Gravle Dr all Ltd f 4122-07 ISIDING SANITARY SEWER* Eagle Grading 121-07 LANDSCAPING Eastside Nurses 94-07 SIRE PROTECTION (UNDERGROUND ;FIRE ALARM ,FIRE SUPPRESSION _ ;PAINTING C & P Decorating______ / !OTHER STucco Buckholtz Mali Systems V 3224-07 "MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 CITY OF DUBLIN f Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) f Application No. 0 ~ - ~01 a 3 Date ` 4 $ C)-7 [(.New ? Remodel Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code,, and all regulations of the Franklin County Board of Health. Job Address 7 ( y 1~?oonc Parcel No. Subdivision/Project Name IDI Shops Q(toss f i Lot No Owner's Name 1A, N1, C7M Telephone '1_L~ -<5V Contractor's Name r { CLv I h ~ Telephone Sn) 6 -OI 3 Contractor's Address -7 Sq S r' S kc-I Orl -s Dublin Registration Number d7 '_1 7 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? s9rv' ij n How far distant from any dwelling, well or cistern is the sewage tank? N Vim' What is the size of the main drain? k Of what materials do the vent pipes consist? PV L Of what material does the house drain consist? P V t *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $a qNumber of remaining fixtures X $12.00 = $ Fee Total Inspection Fee 3~0' $ Total Inspection Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty- Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs 2 Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories 5 Washing Machine 1 Dilution Sump Mop Sinks Water Closets 3 Dish Washers I Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains j Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL d Division of Building Standards r 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 . . . . . 07-00201237 Date 10/31/07 Property Address . . . . . . 7890 TULLYMORE DR Parcel Number: 147-0114015000 Alternate Address: BISHOP'S CROSSING #16 Tenant nbr, name . . . . . . SQ FT 5340 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 340.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/25/10 Qty Unit Charge Per Extension BASE FEE 50.00 29.00 10.0000 EA RES PLUMBING >1 FIXTURE 290.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement 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 Fee summary Charged Paid Credited Due Permit Fee Total 340.00 .00 .00 340.00 Plan Check Total .00 .00 .00 .00 Grand Total 340.00 .00 .00 340.00 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) 4104670 - Inspection Line: (614) 410-4680 Application Number; 7 a ;2 3 7 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 tap 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 CROSSING Lot Number: 16 Address: 7890 TULLYMORE DRIVE Approved Foundation Elevation 931.2 Feet above mean sea level. Actual Top of Foundation 931.20 Feet above mean sea level. sttva Professional Seal: M • Signature of :purveyor: 1014/2007 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 Application Number . . . . . 07-00201237 Date 9/12/07 Property Address . . . . . . 7890 TULLYMORE DR Parcel Number: 147-0114015000 Alternate Address: BISHOP'S CROSSING #16 Tenant nbr, name . . . . . . SQ FT 5340 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 500.00 Plan Check Fee .00 Issue Date . . . . °t-\3.Q~ Valuation . . . . 0 Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 140.00 9.00 40.0000 RES BLDG PLAN REVIEW 360.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . 230.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 20.0000 RES HVAC 180.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08 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 . . . . . 07-00201237 Date 9/12/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SAWCUT SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Other Fees . . . . . . . . . RES BLDG INSPECTION 510.00 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 2530.00 .00 .00 2530.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5704.00 .00 .00 5704.00 Grand Total 8234.00 .00 .00 8234.00 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. 1 2 THE Builders PERMIT NUMBER 04--2-0 Issued in Ohio Under Authority of Dublin 0 Auditors Taxing District 273 Parcel Number 0 L Address of Property 7890 TULLYMORE DRIVE c Subdivision BISHOP'S CROSSING Lot 16 Applicants Name VIRGINIA HOMES Phone Number (614) 228-0404 Email Address ROB@VIRGINIA-HOMES.COM Fax Number (614) 228-2454 Owner's Name SAME AS ABOVE Phone Number Address c Phone Number .Q Designer's Name Q Address Builder's Name VIRGINIA HOMES Phone Number (614) 228-0404 Address 209 EAST STATE STREET Builder's ID Type of Improvement New One-Family Residential Improvement Cost $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 2 c Building Zoning w Unfinished Basement 1669 / b7 Lot Area 10,400.00 Finished Basement N/A Total % Occupied by Structure 21.19% Lower Level 0 Front Setback 32.0' ° 1st Floor 1669 1&7 Rear Setback 50.00' 2nd Floor 1583 16,?0 Right Setback 14.0' 0 3rd Floor N/A Left Setback 14.0' a Other Lot Width at Building Line 80.0' Garage 648 0 53 Zoning District Deck/Screened In Porch N/A Gross Square Feet / Existing Use of Property VACANT Building Area at Ground Level 2204 J Living Area 3252 Flood Plain ? YES ? NO -v 0 z Excavator License Number Fee Schedule ° Plumbing License Number Initial o Electric License Number Occupancy `o HVAC License Number Footage u Fireplace License Number Zoning 0 "U This section only to be filled out if required by Jurisdiction. Alt/Addtn. Plan Exam The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the L State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the Gas Piping proposed building or structure or make the prop sed change o'alteration in accordance with the plans and specifications submitted herewith, and c the informs on and statements given on this ap lication, Other drawings and specifications are e b st of th know dge, rue and correct. Signature of Applic t Total Date Received Date Received Date Received / ;z/t, 7 Date Approved Date proved -k2 - -7 Date Approved ~7 a ~ 9 v Plans Examiner Issuing A Zoning Official 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 v Application No.[) 7 -,2J/2 37 o N l a m m Date Reviewed 8 '2 2 /0 o E d m m U w tv Plan Reviewer's Comments & Notes Reviewed By o z d a a U 1A .a o Approved Disapproved o A Z N > C Q' OBBC Model Energy Code f MEC Check worksheet required Manual J/Electric Loads ? Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards ? R312 Schedules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation ? 11318* s.c. or 20 min. door and 518" gyp. Bd. Type "x" on all common walls per City Ordinance R310 Bedroom Emergency Egress / 5.7 sq. ft. (24" net hgt. 20' net width) max. window still hgt. Of 44" a. f. f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8', habitable space 216"x 6'8"(min) R311.4.3 Landings ? Minimum 3' x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type "X" R313 Smoke Detector Locations Bsmt.lhallwaylbedrooms wired to prime electriclbattery pack - uplInterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112' anchor bolt @ 67ec; 7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing ? 1 for wood & steel/3'lormasonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c 'o E a U w u •a c 0 z° _a Plan Reviewer's Comments & Notes _d iL Q O N 0 C d R503 Floor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers R602.10 Wall bracing R603 Tables 502.5(1) & R502.5(2) Steel wall framing R703.7 Masonry veneer R802 Wood roof framing R802.3 Table 703.4 Framing details Show truss profiles on roof plan R802.4 Allowable ceiling joist spans R802.5 Rafter ties, joisl not perpendicular to rafters Allowable rafter spans R802.10 Roof trusses 8807 1 ? Stamped engineered roof trusses required at framing Attic access inspection R1001 Masonry chimneys 22•'x30" R1002 Factory built chimneys R1003 ? 01-1 Spark arrestor with rain cap per City Ordinance Masonry fireplaces Spark arrestor with rain cap R1004 Factory built fireplaces R 1005 Table 1003.1 & Figure 1003.1 Exterior air supply M1701 Combustion air R602.3.1 Stud size & spacing 50 cubic per 1,000 btu/h Table R602.3.1(2) Front & Back Form Revised 04/12105 1•p•Yli~fllllii•II~II~ _ CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VITDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: !~Ilo (be-S Company: Site: ~r (Provide Detail Plot Plan of Lot) Lot No: Application No: ©T 2W37 Subdivision: &3s bpp y P 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) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 04/19/2005 TUE 9;53 FAX 614 876 1702 AMERICAN AIR 2002/011 O`7-moo ~z3 ~ Lennox Objective Guide to Installation Comparison ~k*5k~r7~**~r~r****~c*****Y~t~c7k**7~~c~t~c~ck4c*~cic*~c~c~c**~t~k**~rk*~c*~r~k~e~c*k~tic*~-xA;~;9c9c9c~c~c~k*~c~c~c~c***** LENNOX INDUSTRIES INC. AMERICAN AIR COMFORT TECH GROVE CITY, OHIO 43123 614-851-0099 ~~c~l~l~lJc~~k~;~'*~c*~k~k~k***~e~~c~t**ictic~cA*k**~c*~*****~***~*k*~ck~l*k~kk•a;ykkk*ieic~**~Y*k:~**~C~~k*~c 1'1/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 .3 ~f> VZRGINIS HOMES STANDARD PREPARED FOR: STEVE SLIFMERS PREPARED BY: BOB BEL'L' 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"'2 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 TINA'-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 r',r BELOW 1,032 9,288 0 FLOOR 21A BASEMENT FLOORS •1,768 31055 0 WINTER INFILTRATION 9 CFM 733 SUMMER INFILTRATION 7 CFM SENSIBLE GAIN 11,15 LATENT GAIN 153 DUCT LOSS MULT=.05 GAIN MULT=.05 1,281 151 TOTAL FOR ROOM 1 141144 CU FT 1 , 768 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 •164 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 4003/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 VIRGINIS HOMES STANDARD ARFA 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 '156 SENSIBLE 6,226 2,232 LATENT 1,194 ROOM - 3 FOYER IN ZONE 1 7 X 12 WALL 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 0 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 11112 364 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 15 390 345 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 2004/011 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 11050 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 11223 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?205 TUE 9;53 FAX 614 876 1702 AMERICAN AIR 4005/011 11/05/:4 LOGIC 1000 RESIDEN'T'IAL LOADS ANALYSTS PAGE 4 VIRGINIS HOMES STANDARD AREA BTUH BTUH Q FT LOSS GAIN APPLIANCES 1200 DUCT LOSS MULT=.05 GAIN MULT-.05 --274 --130 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 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 84 484 159 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-F 36 936 828 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 44 CFM 3,518 SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 698 LATENT GAIN 734 DUCT LOSS MULT=.05 GAIN MULT=.05 --247 ---84 TOTAL FOR ROOM 9 1,248 CU FT '156 SENSIBLE 5,184 11769 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 CEILING 16G DARK R-30 INSULATION 221 525 321 WINTER INFILTRATION 56 CFM 4,397 SUMMER INFILTRATION 40 CFM SENSIBLE GAIN 873 LATENT GAIN 917 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 342 154 TOTAL FOR ROOM 10 1,768 CO VT 2121 SENSIBLE 71189 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 GAIN 0 LATENT GAIN 0 MECHANICAL VENTILATION 50.0 CFM 3,960 1,100 04/16/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR 0006/011 11/05/:4 LOGIC 1000 RESIDENT:TAL 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 4,910 1,464 LATENT 1,156 ROOM - 12 BEDROOM 3 IN ZONE 1 12 X 17 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 202 1,164 381 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 30 780 690 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 2,,04 485 296 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=.05 268 127 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 CEILING 16G DARK R-30 INSULATION 192 456 279 WINTER INFILTRATION 19 CFM 1,466 SUMMER INFILTRA'T'ION 13 Crrm SENSIBLE GAIN 291 LATENT GAIN 306 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 176 95 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 CEILING 16G DARK R-30 INSULATION 300 713 436 04/19/2005 TVE 9;53 FAX 614 876 1702 AMERICAN AIR [007/011 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=.05 293 139 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 I85 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 96 553 181 CEILING 16G DARK R-30 INSULATION -126 299 183 FLOOR 21A BASEMENT FLOORS 36 62 0 WINTER INFILTRATION 0 C1~M 0 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN 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 04/19/200.5 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 CO FT 4,692 SENSIBLE 107,050 35,421 LATENT 14,645 NOMINAL COOLING CAPACITY NEEDED IS 4.9 TONS (Based on a 0.75 sensible/total :Load ratio.) VERSION 91.04 ********.*..*..*..x~***************** * This Heating and Cooling Load Computation was produced 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 respec:.t to the accuracy * * and/or sufficiency of the information provided by this coport. 04/19/2005 TUE 9:54 FAX 614 876 1702 AMERICAN AIR 4009/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSTS PAGE 8 VIRGINIS HOMES STANDARD CFM CHART FOR A 2,000 CFM BLOW3R HEATING COOLING TOTAL HEATING STNS TOTAL COOLING ROOM AREA LOSS AIR GAIN GAIN AIR NO# ROOM NAME SQ FT BTUH CFM BTUH 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 3454 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 3230 4606 184 11 SECOND FLOOR BATH 88 4910 92 1464 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 2318 3990 159 15 MASTER BATH 150 7225 135 20116 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 IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, ANO THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNFCTION WITH ITS USE THEREOF. 04/19/2005 TUE 9:54 FAX 614 876 1702 AMERICAN AIR ?010/011 WORK 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,1,52,34,8,01010,0,0..05,0.05 5 WALL, 14A,172,2,72,20,0 6 WINDOW,3D,1,1,1,1.5,2.5,0,N,1 7 WSNDOW,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,1113,12,8,2,0,0,0,0.05,0.05 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 WINDOW,3D,1,1,1,1,7,0,E,2 16 DOOR,10B,3,7,1 17 ROOM,FIRST FLOOR BATH,116,12,8,0,0,0,50,0.05,0.05 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,12D1,40,8,72,20,0 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 WT,NDOW,3D,1,1,1,3,5,O,E,3 38 CEIL,16G,17,13,72,20,1 39 ROOM,SECOND FLOOR BATH,1,11,8,8.,0,0,0,50,0.05,0.05 40 WALL,12D1,1118,72,20,0 41 CEIL,16G,11,8,72,20,1 42 ROOM,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,:O,E,2 45 CEIL,16G,12,17,72,20,1 46-ROOM,BEDROOM 4,1,12,1618,2,010,0,0.05,0.05 47 WALL,12D1,28,8,72,20,0 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,O,W,2 53 CEIL,16G,15,20,72,20,1 04/1,q/2005 TUE 9:54 FAX 614 876 1702 AMERICAN AIR ~j011/Oll 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,WF?LK IN CLOSET,1,6121,8,0,0,0,0,0.05,0.05 58 WALL,12D1,12,8,72,2010 59 CEIL, 16G, 6; 21 1'72, 20; 1- 60 FLOOR121A,6,6,72,20 r ~ 67-.201237 Permit Number Ra75 8 ~ o -7 REScheck Compliance Certificate Checked By/Date 2003 IECC REScheck Software Version 3.6 Release 2 Data filename: C:\MECCHECK\016 BSC.rck PROJECT TITLE: LOT #16 BISHOPS CROSSING CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW/ WALL RATIO: 0.12 DATE: 08/16/07 DATE OF PLANS: 8/16/07 PROJECT DESCRIPTION: REDDIMASU RESIDENCE 7890 TULLYMORE DRIVE DUBLIN, OHIO DESIGNER/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 -Fa t rA Ceiling 1: All-Wood Joist/Ra$er/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/T russ: 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 list d in the R ;check Inspection Checklist. Builder/Designer Date L REScheck Inspection Checklist 2003 IECC REScheck Soffware Version 3.6 Release 2 DATE: 08/16/07 PROJECT TITLE: LOT #16 BISHOPS CROSSING Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: All-Wood Joist/Raff er/T russ, R-35.0 cavity insulation Comments: 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: [ ] 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. If non-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 offthe heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is 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% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (Fl to 1„ UM to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" t 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (far feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ~ 929. e Q SOS, a k t ~,°9 929.2 2-t- SPA ~ r 929.2 0-15q 2a~ 14 0 ;N 98 ~v' a ~ / J e- so. ~y UsO 8 % _ 9 h J N t 87 9~9 cfl . ~ o a~ k3l s t • 9 ~ ~'°a~ , ~ , . _ - Z~1 Zia ~ { G , g2 Cl a~ 36 _ 18 or~c 1 a \ •tT~ ar ~ J B . 41 9 56 77••. 21 h 57 y0 ,9lit 58 OO 76 , ' 93a S 8 A~9 9 ~'o?'fly lc vz "0 ti~ 0 `L ' i o s 75 ~B ry 1 67 9~o J 74 TC 9289` PERMIT NUMBER: CITY OF DUBLIN 07 -OAO 1237 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: ~ Lot Number: Reviewer: Address: H E> Q Date: EPP x8.21• 0 q ITEM TDESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of ? the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 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 verifed), 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 v FEMA FIRM Map Number:3 470808 015013 Effective Date: 09 - 1:7 - V 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 'r 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: VAPPROVED ? 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. R/15/2007 N: \EngineeringPOLICY\ENGPOL019. doc 1/2' VIA. X 10' ANCHOR BOLT AT 6'-0" O.G. ON ALL WALL5 6' THICK OR THICKER 6'-0" O.G. ON 4" BRICK LE06E U51N65 18' PROVIDE ADEQUATE SLOPE ANCHOR BOLTS AWAY FROM WALL 50 THAT 2X8 PRE5URE TREATED PLATE WHEN FILL ADJACENT TO WALL SETTLES, WATER DRAINS AWAY FROM, WALL 0 3' MIN. BOLT GROUND COVER TO PROJECTION 5HED HATER 8" POURED CANC. WALL GLEAN BAGKFILL o ~ r Ln PROVIDE BOND BREAKER FOLLOW O.5.HA BETWEEN WALL AND _ RECOMMENDATION5 FOR 5LOPE WHEN UNSTABLE GROUND 15 ENCOUNTERED uauner 6 MIL POLYRTHYLENE +pr p VAPOR , JOINT5 OR OVERLAP BARRIER 6' DAMPPROOFING OF . N13"" 4' CONG. SLAB OVER 4" GR Y . MIN. GRAVEL PLACE ON : p I H NATURAL UNDISTURBED 501L p 00 0 ° 0000 • • 0 0 d 001B 3/4" 6RAVEL BAGKFILL ? RAK ; ° 0000000 0 ~12'751 00000 z % C0 ~SSIO*bases NAL -Is 0 0 0 WEEPHOLE5 @ 48' O.G. 0 'rniru~n?+ ~ 3' DIA. PLA5TIC DRAIN TILE 8' 4' FOOTING SHALL BEAR ON PLACE HITH HOLE-5 ON BOTTOM NATURAL M15TURBED 501L CONNECT TO SELF CONTAINED SUMP WITH PUMP OR GRAVITY DRAT VIRGINIA HOMES w 8'-0" FOUNDATION MALL DETAIL 1152 GOODALE BLVD COLUMBUS, OHIO 43212 8" CONCRETE WALLS TO BE 3000 PSI 8"X16" CONC. FOOTER TO BE 2500 PSI PHONE: (614) 297-0404 FAX: (614) 297-0383 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 T i 8/z6/07 (SA) CHANGED HOUSE DIMENSIONS E-Mail: hoyssinc@aol.com NOTICE TO APPLICANT 1 Y ~ Phone (614) 895-1922 SEPARAM u',V~iEF<a'GI':IC ASSGCIPTiOri RE's/IPA Survey Fax (6I4) 895-1949 A"!Q f'PLIROVAL Il'4Y HF G~ f1i,Ir:FO BN ED SURV YING Construction Fax (614) 895-9549 IS 6PGr 5! I ! Gig (GM(i VJGE SERVIC S, INC. IIi'At'LAIt'PUGAD[,F5F.Sfftl~, rIV CG!',iibJTS lciis ?S REQ( i hE0 nY riI!.:_. FOR VIRGINIA HOMES HOUSE STYLE 535 "C" LOT/SUBDIVISION 16 BISHOP'S CROSSING ol CITY OF DUBLIN SCALE v = 20' ? PB. 5 PG. 117V DATE 08.02.07 ORDER NO. DRN. D V CK. FLOOD ZONE X ? COMM. PANEL 390808 PAGE 0150B DATE 09-27-91 -0' MINIMUMS R:25% s:6'/18' Tree protection Fencing MUST "N "'Ll"") AND INSPECTED PRIOR TO START OF ANY CONSTRUCTION, CALL PLANNING DIVISION FOR INSPECTION EX. 80.00' EX' EROSION ---6' EASEMENT CONTROL ? ? 928.80 10 r? I CATCH BAS 20' NO BUILD ZONE ? r T.C.= 928.E 05 , ; r r 6' EASEMENT 50.00' 10' EASEMENT a~ Uttl~ I I , i 1 Screen All MecUAic 16 ' I , I I FROM PUBLIC R.O.W. ' I I , I I CALL PLANNING DIVISION , , I I A/C UNIT l 930.20 I ; 52.00 o \10 i I ; 17 15 F.F.=932.40 C) M F.F.= 932.20 o o F.F.=932.70 2 T.O.B.- 931.20,E o ; Cn M BASE= 923.45 ; 14.00' i 1 14.00' cn ; Q? i q 19.33 c 11.33 0 V/ t ? ; ~ I 930.20 ° 930.20 ~ ~ `o o ? 21.33 0, a~w 929.70 929.50 130' BLDG. LINE Street Tree$ Required 16' DRIVE MANHOLE 7F ' T.C.= 929.sr~ •~S CALL CITY FORESTER BEFORE ORDER AND INSTALLATION = SAN. SEW. TAP 32.00' SLOPE= E.O.S.=919.80 3.42% 20 EASEMENT 3.3R /o 929.20 929.07 929.20 Ijkipl?ith/8Idewilk Ir d VALL INSF'CCTION LINE TO SCHEDULE INSPECT* 2' B/W 8 BIKEPATH ? 80.00` 17' B/C 16G ZONING COMPLIANCE WATER TAP ~ APPjj0VF1) AS NOTED ~TB7/C ? Cl-i-Y OF DUBLIN, OHIO 928.77 928.67 928.68 928.77 17-/x-07 VC- (BMC) ? EROSION ENGINF;FRINGCOtitPIIANCE CURB INLET T City of Dublin T.C.= 928. ~ . 51 CONTROL INDICATES MAJOR APPROVED AS NOTED ? FLOOD ROUTE EPPoB 2 1 -07 7890 TULLYMORE DRIVE 70 NIIN BIUNI YARD TREES REQUIRED ON ALL STREET FRONTAGES NOTE: WATER SERVICE SIZE = 3/4" it "LAT, Lot Width Front Bldg Setback Tree Size and Quantity 21N CH DEC) Up to 59.9 feet Less than 20 feet I small tree ,OT. INSTALLATION T 20 feet or more I medium tree WILI 60-90.9 feet Less than 20 feet I medium tree + I small tree THE HOUSE. NOTE : BUILDERS TO PROVIDE 20 feet or more 1 large tree + I medium tree T~ PLA( 91 feet or more Less than 20 feet I lame tree + 2 trees of an size ERIFIED BY TREE PROTECTION DURING ALL? THE - _ 20 feet or more 2 large trees + I tree of any size PHASES OF CONSTRUCTION. HEREBY CERTIFY THAT THE BUILDER TO MAINTAIN ? GRADE ELEVATIONS SHOWN ON EROSION CONTROL THIS PLOT PLAN ARE THE PLOT PLAN ppESULT OF AN "AS BUILT" SURVEY We hereby certify that the foregoing PLOT PLAN was prepared from I, information provided by the Client and data obtained from Engineered FOOTAGE ISAT PERFORMED ON Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQDARE 1 purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMESUILDER PRICING AND ESTIMATION PURPOSES ONLY I w . other pur p4 ose is ~F strictly prohibited. \\p\\ttttttHlgry//qi ' , aft LOT 10,400.0 WALK 512.0 _OF r N O HOUSE 224.0 SOD COV. 8246.0 SURVEYOR OR BUILDER SIGNATURE DATE DRIVE 560.0 LOT cov. 21.19% 3_133 nA r APPROACH 254.0 By L 111\\\ w ~~N~R~L ~lOT~S I. These drawings have been designed to meet or exceed all requirements CLIMATIC AND 6EOGRAPHIG DESIGN CRITERIA of the Residential Gode of Ohlo in effect in this urisd(ction. WALL HEIGHT RE UIREMENTS ~ SUBJECT TO DAMAGE FROM d- 2. Dlmenslonal lumber used for all framin , exce t trusses, studs, sole later, GROUND SEISMIC FR05T ICE 501E AIR MEAN N g p p MAXIMUM ALLOWABLE HEIGHT AND SPACING OF WOOD STUD WALL EXPOSED TO WIND SNOW WIND DESIGN LINE WINTER SHIELD BEARING FREEZI A and cap plates shall be SPRUCE PINE FIR No. 2 or better. (North) ~ NN1AI- MEAN op N 46 ANNUEMAL SPEED OF IDO MPH IN SEIEMIG ZONES 0 # I AND SUPPORTING A ROOF ONLY OR ONE LOAD SPEED CATEGORY WEATHERING DEPTH TERMITE DECAY DESIGN REQ'D CAPACITY INDEX TEMP 3. Areas to receive the or marble floors ma need to be stiffened be and FLOOR Ate ROOF 20# 100 B SEVERE 36° M - N 5 - M 5 DEG. YES 1,500 1048 52.6 DEG. y y minimum code requirements to prevent cracking -builder and Installer shall HEIGHT 52.6 DEG. determ(ne same. (FEET) 24" O.G. Ib" O.G. 12" O.G. 8" O.G. 4. Dlmenslonal lumber used for wall studs, sole later, and ca later shall be > ID 2X6 2X6 2X4 2X4 p p p 12 2X6 2Xb 2X6 2X6 Spruce P(ne Fir No.2 or better. (North) 14 2X6 2X6 2X6 2X6 5. All dimensional lumber shall have a maximum moisture content of 19AS. 16 ENGINEERED 2X6 2X6 2X6 M d' b. Where the term "G d N" is noted on the plan set it means glue and Hall. 18 ENGINEERED 2X8 2X8 2X8 . Gluing shall conform to the information stated below. Nailing shall apply 20 ENGINEERED ENGINEERED 2X8 2X8 enou h clam (n force to hold the hied math surfaces in contact until the CO. COVER SHEET 9 p9 9 9 glue attains Full strength. FOR 51: I INCH =25.4 mm, I FOOT=304.8 mm, I POUND PER SQUARE FOOT=0,0419kN/m2 Q I POUND PER SQUARE INCH=6,895kPa, I MILE PER HOUR=Ib04 krn/h 1-1 FOUNDATION PLAN 7. Where gluing of wood members Is specified the glue that is to be used is Titebond Construction Adhesive" as manufactured by Franklin International or 1-2 FIRST FLOOR PLAN equal. MAXIMUM ALLOWABLE HEIGHT AND SPACING OF D STUD woo WALL EXPOSED TO WIND 1-3 SECOND FLOOR PLAN 8. Where gluing is speciFied it shall be completed as follows: SPEED OF 100 MPH IN SEIEMIG ZONES 0 d I AND SUPPORTIN6 TWO FLOORS AND A H A. Place continuous bead(s) of lue on one of the surfaces to be hied, ROOF - g 21 EXTERIOR ELEVATION a o B. Nall so that SurFaces are he d tightly together until glue attains full HEIGHT N V strength. (FEET) 24° o.G. Ib" o.G. 12° o.c. 8" o.c. 2-2 EXTERIOR ELEVATIONS G. Wipe away any excess glue which (s expelled if it's appearance will be > 10 2X6 2Xb 2X4 2X4 0 P4 00 unacceptable In the finished structure. 12 2Xb 2Xb 2X6 2Xb 3-1 BUILDING SECTION CA 9. The following fastening schedule outlines the minimum requirements and Shall 14 2X6 2Xb 2X6 2Xb 3-2 STAIR WALL SECTION be used in conJunctlon with the complete fastening Schedule In the current I6 ENGINEERED ENGINEERED 2Xb 2Xb 1-4 code. - 18 ENGINEERED ENGINEERED 2X8 2X8 ~-3 n ~ IO _ W SECT NS (RSN - ran shank Hall GWN -common wire Hall) ENGINEE A. Sub f oor to oasts; fasten with glue and I-8d R5N ®b c/c. ~ RED ENGINEERED ENGINEERED 2X8 - W z 41 CODE COMPLIANCE B, Sole plates o sub floor: glue and I-Ibd GWN ®8 c%. FOR 56 I INCH =25,4 mm I FOOT=304.8 mm I POUND PER 5Q FOOT= 4 4 0 G. Studs to sole plate: Fasten with 2-Ibd GWN. DARE 0.0 1 kWm2 x a D. Studs to ca IateS: fasten with 2-ib N. I POUND PER SQUARE INCH=6.895kPa, I MILE PER HOUR=1.609 krrdh E-1 BASEMENT ELECTRICAL pp dGW E. Stud-to-stud and plate-to-plate: 2-IDd GWN ®b" c%. F. Roof sheathin to trusses: 8d GWN ®4" E-2 FIRST FLOOR ELECTRICAL THESE WALL HEIGHT REQUIREMENTS HAVE BEEN DESIGNED TO MEET OR EXCEED G. Roof trusses walls; Simpson Strong-Tie anchor H2,5, THE REQUIREMENTS OF THE RGO CODE IN EFFECT, - ai. Multi le 2x lintels: G ~ N with Ibd GWNs as re ulred. E 3 SECOND FLOOR ELECTRICAL p q I. Multi le LVL beams: Fasten per manuFacturer recommendations J. Roo trusses to LVL: Simpson Anchor HU210. 10. Where "LVL" , "ESL" or "PAL" IS noted on the drawings the products used riust meet the following criteria: - MIGROLAM (LVL) M,O.E. = 1,900p00 pSl. - Fb = 2600 SI - TIME~ERSTRAND ESL) M,O,E, = 1,300,000 psi. m - Fb = noo psi - PARALLAM (PAL) M.O.E. = 2p00p00 psi. - Fb = 2900 psi II. For all elements of construction not speciflcall noted on these drawln s w C) hall com I l h y g s p y w t the Local Governing Codes, Requirements, and Regulations, O U DE51 C N LOADS I. Loading: Live: Dead: ~ o O Roof 25psf IOpsf Roof Snow 20psf IOpsf REQUIRED ACTUAL REQUIRED ACTUAL BEDROOM BEDROOM o Attic 20psf IOpsf ROOM NAME ROOM SQFT, WINDOW TYPE GLAZING 5Q. FT. GLAZING SQ. FT. VENT 5Q. Fr. VENT SQ. FT. NEr. CLEAR OPG EGRESS 5Q. Ft. • v 2nd Floor 40psf IOpsf ISt Flaor 40pSF IOpsf Ext Bal/Decks 60pSF IOpsf GREAT ROOM 304 SINGLE HUNG 24.72 60 123b I5 • O 0 Q Q KITCHEN /DINETTE 3lT SINGLE HUNG 30.16 84 15,08 32 ono 5~~ SH~~T. 4-I I'OR ~DDITI N 0 ~L DININ6 ROOM 150 SINGLE HUNG 12.0 36 6A 18 m GODS GOM1~L I ~NG~ NOTE 5 LIVING ROOM 140 SINGLE HUNG 11.2 36 5b 18 DEN I61 SINGLE HUNG 1288 30 6.44 15 O MASTER BEDROOM 301 SINGLE HUNG 24,08 30 12,04 15 22" X 20" MIN. MIN. 5.15QFT z BEDROOM #2 148 SINGLE HUNG 15.84 30 1.42 15 22" X 2O" MIN. MIN. 5.15QFT O J BEDROOM #3 152 SINGLE HUNG 12.48 IS 6.24 15 22" X 20` MIN. MIN. 5.15QF1 BEDROOM #4 I61 SINGLE NUNG 12.16 15 6.08 1S 22u X 20' MIN. MIN. 5.15QFr THESE DRAWINGS HAVE GGF YMrIHT ZOOJT AVE ALL DRAW" AND H2ITTEN HAM JAL APPEARING BEEN REVIEWED FOR AND HEREIN CONSTITUTE THE ORIGINAL AND VVUEIL15i~ AND WORK OP DAVIPWK PHILLIPS INC. THE SAME MAY Nor UE COPIED Ur / DISCLOSED OR G01`51FNIED SHALL COMPLY WITH THE I THE TO A THIRD PARTY HTHOIIT THE EXPRE55 MTT8i CONSENT OF DAVID50N PHlWP5 INC. MICH RETAI 2006 EDITION OF THE RESIDENTUIL CODE OF OHIO HE THE GDMMON LAW COPYRIGHT TO THIS MATMAL OHIO AS AMENDED NOTE: THIS SCHEDULE IS FOR LIGHT AND VENTILATION, IT 15 NOT INTENDED FOR COMPLETE WINDOW TAKEOFF. DATE: 7/20/07 REVI5ED: ' VENTILATION EXCEPTION: AN APPROVED MECHANICAL VENTILATION SYSTEM 15 PROVIDED CAPABLE OF PRODL'GING 0.35 AIR GRANGE PER HOUR IN THE ROOM OR A WHOLE-Ii0U5E MECHANICAL VENTILATION SYSTEM IS INSiALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 GUBIG FEET PER MINUTE (GF1~ PER OGGUPANr COMPUTED ON THE BA515 OF TWO OCCUPANTS FOR TFE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. ~SY O~ OVER PLANS M Apps LIGHT EXCEPTION: ARTIFIGAL LIGHT SOURCE 15 PROVIDED CAPABLE OF PROVIDING AN AVERAGE ILLUMINATION OF 6 FOOTGANDLES OVER 7FE AREA OF THE ROOM AT SP~GTIONS~ E ON A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL SITS FOR Al.l. ~N SHEET # COVER d- d- N 00 N 52'-0" N q. H ' S'-4" 110 L W W V-4 rT, N jAG LOG.j cle) I I HOSE BIBB V3 0 ~----------1---1-----------------------------------------------------------------------------------------~ I I I r--------------- I I I u l u I I 7 I I -n N 8 POURED GONG. WALL. B -0 ro N I I m 4 ~ O m ~ I I I° HIGH WI 8 XIb GONG. fTR p I I I ~ ~ I o I I ~ ail I I H ~ I I 1 I I I I I I I ~o I I iv a o p d- I II'-6° I 18'-10" 20'-4" I I I I W N U I I I I / I I 2" X 42" X 12" ~ I - II 1/8 TJI'S NG FTG NP I I / I I ~ I b' O.G. I I N I ~ ~ I I I= I ~ ~ I d^' 14 I I ~ ~ I (m I I 48"X48" X 12" ~ ' I I ~ ' ' I I ~ I I GONG. FtG• TYP. i i I I W ~ I ~ ~ I I ~ I I ~ ~ BASEMENT 3° DIA. STEEL ~ ~ I I I I ; ~ COLUMN L-"-'~z-__J II 118" TJI'S I I O n u n I ' I 83 X46 X83 LIFELINES E6 55 I I ; ; 31/2" GONG SLAB OVER S I A~ WINDOW WELL BY MAR-FLEX ' ~ b MI . VAPO BARRIER ~ ®Ib O.G. I I I I ~ ~ L R I I I I ~ I ~ OVER GRAVEL FILL (2" MIN.) I I I I 3" DIA. 5 EL, ~ ALL BASEMENT WALLS TO I ~ I I ~ I I GO BE WATERPROOFED ~ I I N N I I ~ ~ I I I I ~ I _ 2" X 42" X 12" I I I I I Z Q ~ NG. FTG. TYP. I I I g ~ I Q I II 1/8" TJI'S z r----1~--- I I m I ® ' ' I I - I 4 - I I ®Ib" O.G. i ~ ~ N ~ ` m I I - ~ i i I I , ~ WINDOW WELL SYSTEM I 3' DIA, STEEL ~ I I m SEE FOUNDATION PLAN I I COLUMN ; I i I I I I - FLUSH BEAM L____ ____J FLUSH BEAM I I ,n I I - - - - - - - - - - - - - I I I 48"X48" X 12" ~ ~ I I GONG, FTG• TYP. I Q I I I I I I I ~ I I I R I I I I I I I ~ I I i i I I I I I I I ~ I I 0 ' ' ~ 1 1 1 1 1 1 ~ I I ~ 0 i i u H I 1_LJ_1_LJ= °j I I Q r ~ I i ~ _ I I _ ~ ~ 4 _ I I ~ ---t - - FLUSH cc I I Q - I I ~ ~ I- I I ~ Q zz V ~ I I i i I I I I 3" DIA. S EL ~ ~ R a I I wF I GO ~ I I ?oz I I I II 118" tJlS r ~ 0 I I I I ®I6" O.G• I I ' t I I I ~ I ~ i I I o o I I ~ I I ~g I I ff I I I I o u. ~ I ~ l u I I I I ~ n l I 8 POURED GONG. WALL 8 -0 1 11 1" I I I I ~ ~ ~ HIGH W! 8 XIb GONG• FTR. 18 -7 II -5 I I I I I I I I 3_ r-----------~----~I I I ~ I I ~p ~ ~ I 3/4 BATH ROUGH IN I 1 /I I 8" POURED GONG• WALL 4'-0" I I " I ` 2'-10" 2'-I ~ I>l"I I HIGH W/ 8 XIb GONG. FTR. I I II4 - l o I PUhtp ~ I P ~ Q o I I I I I I I - ~ I I ! I o I I I I I I I o m I I I~` I I I I I L-- I ~ ~ I I I ~ I = I I ~ ~ GARAGE I I m I I r I I I ,'~~A4~TED 1 I I I PARCH I - L J 4 GONG 5LA8 OVVER - I I __~------I-----~-----~ I ~ I I I I „ UFD I OVER GRAVEL FILL (4 MIN.) I I I 4 GONG SLAB OVER I I OVER 6 MIL. VAPOR BARRIER I I 4 - , 4 I I GRAVEL FILL (4" MIN•) - I - I I ~ _ I I I I F~ I I ~ I I o I L---------------------------------~ I-' I I I I cv 0 N I I~ I I I I I I I z I I RAISE PORGN FOUNDATION 4" I I n I I ABOVE HOUSE FOUNDATION I I I I z 4 I I I I ~ I I o I I - I I >i I I O J 4 I I I I - I I I I I I I I ~ I I I I I I I I GOPYRI6I/T 2001 ALL PP,"NB AND hRHTTBd MATERIAL APPEARING I I I I I I 201-0" I I HEREIN 00145TITUTF THE ORIGINAL AND UNP6MI5HED PORK OF DAS/1125ON PHILLIPS INO, THE SAME MAY NOT 5E COPIED USED DISCLOSE OR OON$16N® I I TO A THIRD PARTY WITHO11f THE E)04E55 WRITTEN 001,@T OF DAVID5ON PHILLIPS INC.. WHIC.H RETAINS THE COMMON LAW COPYRIGHT TO IRIS MATERIAL I I HOLD DOWN 12" I I a I L----------------------------------- -J I ~ I I I - L J DATE: '7/20/07 ~0" p a MG°~C~D REVISED: O Yv II ~ lYlll/~ILIL I_ II 1- 11 I_ II I I- II 1_ ° {II~J VVVV LLL~~~~ LLL.111 LL~~ 1J U LLL»> u IG 4 I 1 4 2 b 6 4 2 6 INTERIOR WALL HEIGHT OF 1'-8" PLUS OR MIfJJS 2" 301-8" 2!'-4" 52'-0" SHEET # 1-1 d' 52'-0" d- N I o6 ~ II'-0" 14'_4° 10'-I" 2-8 13-II N N 'd 3030 WOOD v (A 2X8 3 2X8 STOOP (3) 2X8 (2) ( ) RILL HGT. FULL H T. Rl L HGT, FULL HGT. 2X8 WALL 2X8 WALL 0 9068 SLIDER w ~ w N dam' CV , ~ m I N - I - 0 1 DINETTE DEN II r CARPET I WD / G.T. w >I cif - ~I ~ x ~ I II 1/8 TJ15 ~ ~ I) ABOVE CN'~ o o m p o _ _ GREAT ROOM I ~I - - ~ u. - I I ~ U N N P 1 0 ~ ~ ~ A ~ CARPET ~ I I I Q "1 06 ~.w- ~I ~ b-0" 4-6 III o ~I O ~ N ~ I _I , rl t I ~ II II 118' TJI'S I 12° OVERHANG ~ (I ABOVE ~ I I W ~ II - - N N I 4 I ~ ~ N o 0 \ ~ ~ - } a X468 _ ~ ~ ~ I~IT HEN P R I LINE OF FLOOR ABV, i 4 -9 I/2 3 -4 12 ~ - 4 ~ r _ - _ i ~j N ~ WD / G.T. in - - F SN BEAM - - - ~ _ ~ II m _ LOWER HALL J~ VB30 CARPET ~ I _ 14' FIB 5 10 ~ 12-b 39.x- - r_~ m ~ _ - iv (5) SHELF - ~SPAGE- - - - - ~ 2 -I 1/2 c WOOD RAILING 3068 F.. PANTRY 1 o O 2668 ~ '-I 412" _ 1 1 1 1 1 1 8 1 2 1 12 I _ I R I I I IDN114 ~ N m ' I I ~ m 1 1 1 1 1 1 1 u~ HA IL J _ 1 _ L ~ _ 1 _ L ~ ~ (2) 2068 BI-PA55 LAY 1UB - - - - 4' S" 5'-0" ROUGH IN LAUNDRY ° . o o® ~ 4 6580 F.O. _ .I ry G.T. ~ LW I ~I~I~ p I I I ~ 9'-81/2" 10'-4" O ~ II I I I N III • I I ~ DINING ROOM ml I 2668 Q ~ I I ~ 114= CARPET LIVING ROOM o I 1 ~ FOYER o I I ~ ~ GROWN MOLDING V CARPET ~ ~ I I WD / G.T. I I ~ ~ CHAIR RAIL GROWN MOLDING u~ I l u ~ I I Ih a II Q ,0 II 1/8' rJl'S I I I I 111/8" rJl'S N II 1/8' TJI'S I I ~ A~ ABOVE 4-4 m P4 0 p ts, o L II'-4" m ' lJ 12' SOFFIT ~ ts) n PORCH 12'-2112" 3"DIA. STL. 3" DIA. 5 . ~ GONG. COLUMN WI2X26 STEEL BEAM GOL N N N m ' - - _ r LINE OF FLOOR ASV. LINE OF FLOOR ABV. f ATTIC ~ N b' II'-O" i'-4° I ACCESS I cmv m P4 cv 122x30 I o L----~ cv _ NOTE, lfl DROP CEILING IN GAR. FOR ROOM ABOVE 12' SQUARE WDOD BLOCK EACH TRU55 D COLUMNS PROVIDE GELOTEX AT GABLE ENDS _ NOTE: 0 5/8' FIREGODE DRYWALL = ON COMMON WALLS AND CEILING z ROOF TRll55E5 ABOVE O 20'-8' Ib' X l' OVERHEAD DOOR ALL ORAHIN5 AND WRITTEN MATERIAL APPEARING HLREIN 0ON5TITUTE THE ORIOINAL AND U4PU51-I514W WORK OF IPAVIP50K PHILUP5 INO. THE 5AI1E MAY HOT BE COPIED Lr W DI5CL05ED OR COW-10N® TO A THIRD PARTY WTHOUT THE EXPRE55 WRITTEN NOTE: CONSENT OF DAVIDSON FWLIP5 INC. WHICH RETAI THE COMMON LAW OOPT'MCA4T TO TH15 MATERIAL DRYWALL TAPE AND BED ENTIRE GARAGE DATE: 7/20/07 b'-0" 9'-2" 3'-2" b'-6' S'-10' 2'-8" Ib'-0` 2'-8' REVISED: 18'-4" 12'-4" 21'-4' ° ° ~ nnD ~ ~ ~ W 52'-O" ~OW ~~nn MM~~~W~ nn ~IJV~ W SHEET # ~~L~ 114" = I'-0" 1-2 d- Ln Itt N o6 N N d H Lr) W O ~ N 52'-0" 2'-8" 13'-I I" I I'-0" 12'-i" 3'-b" 8'-4" O ~ ~ a (212X8 (2) 8 (2) 2X~ (2) 2X8 (4) X45 C,'J o FULL NGr. FULL r. FU L NGr. FULL H6r. N N II'-8 I/2" IQ'-b" IQ'-b I/2" N d H I I I ~ i I ~ I ~ ~ I W I I I I I I ~ - I I I I O d.'' I I I I m a I ! 1 I z N I I I I BEDRO RE OOM ~ 2-0 2`°° I M. BEDROOM I ~m ~ OM #4 G AT R I L, ~ CARPET BELOW I I CARPET I I~ I I GOUFFERED GLG. I I ~ I I I I I I I I 1'-8112" 3'- 1l2° I I I I I I I I N I I V I i ~ I o ~ I ~i I m I I ~ m ~ y ~ I'-0" 4'-7" 3'-b" b'-10" Ln W.I.C. . ~ CARPET ~n d m WOOD RAILING d ry Q 45° ~ ~ - R/S BALCONY ~ o ~ ~ N ~ ~ m GA~PEr _ 4 -o- ~ 4 ~ m N ~y - 4bl/2 12b 46;n _ ~ N m F 4 U un ~ ~ cv ~ m ti WOOD RAILING 1~.I.C. - m Cl •V4 ~ - GARPEr ~ ~ - W.I.C. ~ _ ~ ~ , N CARPET ~n DN Ib - 4 r Q o m ° a M. B TH 4-4 z G.. 4 -b _ HA IL R/5 - -a - P4 o p o 4 ~ 6'-0" I'-5" 3'-4" ~ Q ~ -0" 13'-q I/2" ~ 5'-7" ~ 10'_4° D N ° ~ ~ n c~ 0 - 24b8 in ~ q o • ~ S 2'-9" p ~ R/5 00 N 0 - - - N E 0 2 ~ = B DR OM #3 ~ BATH _ BEDROOM # _ ? iv GARPEr ° o > G.1. iv CARPET iv cARPEr - ~ 3 ~ ~ ~ o ~ II'-4" '-41/2" 21" ~ 1'-7" b'-6112" ib'-21/2" z GIRDER rRll55 ~ Q Q O Q J - (3I 2 4 5rll175 (3) 2X4 5715 - OR BRG. FOR BRG. GABLE E TRU55 GOPMUSHT 2001 ALL DRANING AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL ADD U14PUBL15WED HORK OF DAVIDSON PHILLIPS INC. THE 5NIF MAY NOT BE COPIED USED D15eA 5ED OR CON516NED TO A THIRD PARTY VOTHOUT THE EXPRESS WRITTEN CONSENT OF DAVI1250N PHILLIPS INC, WHICH RETAINS THE CC"MON LAN OOPIRIC"T TO THIS HATERJAL b'-0" q'-2" 3'-2" 6'-b" b'-b" I b'-4" 13'-O" 20'-8" DATE: -7/20/0Z 52'-0" REVI5ED: 114' = I'-0" SHEET # 1-3 _ A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information ~~X CI p_ 4~n TJXperta ~~a 15 avw HANGER LIST -Simpson Strong-Tie Company, Inc.® nc.® rer Nails Notes Rml Plot ID Qty Product Label Top Nails Face Nails Member Neils Notes H1 4 ITT1I,88 9-N10 ?-N10 2-N10 0 ' s H2 6 IUT3512 10-lOd 2-N10 I51 H3 2 lUTll 10-lOd 2-N10 (5) 0 (5j - - - - Hanger Notes, (5) Backer Blocks Required A3 - - - T JOIST AND BEAM LIST x Plot ID Length Product Plies Qty Plies Qty A See Lavout 11 7/®" TJI 110 foist 1 - - ~ B See Layout 11 7/6" TJI 230 foist 1 M1 9' 1 3/9" x 9 1/2" 1.9E Yicrollam LVL 1 2 1 1 1 2 _ TS1 22' 3 1/2" x 11 7/8" 1.5E TimbexStrand LSL 1 1 LSL 1 1 - - HEADER LIST ~ _T__----------- ~ x - Hdl 3' 3 1/2" x 9 3/8" 1.3E TimberStrand LSL 1 2 ,SL 1 2 CCESSORI N T - ~ Rml 16' 1 1/9" x 11 7/8" 1.3E TimberStrand LSL 1 12 LSL 1 12 - Bkl 1' 2 1/4" 11 7/8"BTJIe1101oBlockinq Panels 1 25 1 16 1 25 - Bkl+ 2' 9" 11 7/8" TJI 110 Blocking Panels 1 1 Bk2 1' 1 11/16" 11 7/8" TJI 230 Blocking Panels 1 20 1 1 1 20 - _-_-.._.---_--___-.-_____--__-__.-_--_-_._---.._-.__-..._--.T..-_ ~ Bk2* 2' 2 15/16" 11 7/e" TJI 230 Blocking Panels 1 1 Bk*, Random length blocking panel cuts 1 1 Bk, Blocking Panels; Rm, Rim Board A3 ~ _ - x w 0 ¢ „ ~ ~ ~ c - B19 ~ _ T51 - H2 H2 1 ~ 6 9/16" r ~ H2- ~ H?- x ~ ~ w a x, I a~ ~ N N w - - B19 - - ~ t 1-- ~ x 0 c .m N ~ Rmi - - AI - A3 N--_~-.. O __.-1 _ A3 ~ - - - - A3 io _ -Rml--....--- - _ - CREATED BY A3 ~ Baker Lumber. Inc. a PD Box 342130 - _ Columbus. OH 43234-2130 (619)669-8341 Rml- FAX: (614}889-6341 LEVEL NDTES File Name: 16bc.job Level Name: 1st Deck Plotted: 8/7/2007 16:14 Design Status: 1st Deck.....817/2007 15:36 Low Roof,,.,.8l7/2007 15:26 2nd Deck,,...8/7(2007 15:27 Upper Roof.,.8/6/2007 16:33 I I NOTE: Level design times indicated above provide assurance for Proper level stacking. Design Methodology: ASD Floor Area Loads Vaxv: 30 to 90psf Live Load and 10 to lOpsf Dead Load Maximum Joist Deflection: SYMBDL LEGEND L/360 Live Load L/290 Total Load EGEND TJ-Pro Rating Information: O Point Load Weighted Average: 44 - Line Load Lowest Rating: 26 Highest Rating: 65 O Area Load Glued & Nailed Decking is Required Direct Aualied Ceiling is Not Required BBO Beam By Others Floor Decking: 23/32" Panels (24" Span Rating} O Detail Callout Label Normal O.C. Spacing = 16"* (See Framer's Pocket Guide} al ~t Guide) *Unless noted otherwise Hd-t Header, and -t indicates quantity of ; trimmers required at ends .cater quantity of 2x it ends layout Scale: 1~4~~ 1~ Required Bearing Length in inches math in inches (Adequate bearing has been arovided is bearing length is not indicated.} ias been provided if iot indicated.) JOB COMMENTS DPI page 1 of 4 Virginia Homes LEVEL COMMENTS 535 C Lot # 16 Bishops Crossing 1st Floor Deck Framing FOR THE TJ•XPERT WARRANT' 'WARRANTY SEE FRAMER'S POCKET GUIDE TJ4Xpert 6.42 (#693) C6.42 D6.42 36.42 P6.42 ,KET GUIDE 2 56.42 P6.42 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information W TJX ~Lj Tjxpert. 1f%v~7 T ^ ' y ~ HANGER LIST - Simpson Stronq-Tie Company, Inc.® iy, Tnc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Nate: Member Nails Notes H1 1 Not Found T JOIST AND BEAM LIST Plot ID Length Product Plies Qt Plies Qty M1 4' 1 3/9" x 19" 1.9E Microllam LVL 1 TS1 19' 3 1/2" x 9 318" 1,3E TimberStrand LSL 1 VL 1 1 rand LSL 1 1 TS2 19' 3 1/2" x 18" 1.5E TimberStrand LSL 1 d LSL 1 1 HEADER LIST Plot ID Length Product Plies Qt Plies Qty Hdl 17' 3 1/2" x 9 3/8" 1.3E TimberStrand LSL 1 rand LSL 1 1 3 5/8" TS2 5 1/16" , TSl .J 1- - 1 7/8" CREATED BY Baker Lumber, Inc. _ PO Sox 392130 Columbus, OH 43239-2130 (614)869-8341 FAX: (619)889-8391 LEVEL NOTES File Name; 16bc.job Level Name: Low Roof Plotted: 8/7/2007 16;13 Design Status: 1st Deck,,,..8/7!2007 15:36 Low Roof..., .8/7/2007 15;28 2nd peck,,,,.617/2D07 15:27 Hdl-lt Upper Roof..,8(6/2007 16;33 1 ~ NOTE; Level desion times Indicated above provide assurance for proper level stacking. Design Methodology: ASD SYMBOL LEGEND 101, LEGEND Roof Area Loading Is. 25psf Live Load {1158 LDF) and 13.6 psf Dead Load 0 Point Load Maximum Joist Deflection: L/360 Flat Roof - Live Load Line Load L/290 Sloped Roof - Live Load ~ Area Load L/290 Flat Roof -Total Load L/180 Sloped Roof - Total Load Hd-t Header, and -t indicates quantity rr trimmers required at ends indicates quantity of 2x red at ends Layout Scale: ~14" Required Bearing Lenoth in inches ll IAdewate bearinu has been orovic na Lenath in inches ina has been provided if bearing length is not indicated.) is not indicated.) JOB CDMMENTS DPI Page 2 of 4 Viruinia Homes LEVEL COMMENTS Lot II 16 Bisho s Crossin Gara a and Porch Roof s36 D p g 9 FOR THE TJ~XPERT WARRAI :RT WARRANTY SEE FRAMER'S POCKET GUI ;OCKET GUIDE TJ•Xpert 8.42 {#893j C8.42 D8.42 S8.42 P8.42 D6.42 S6.42 P6.42 A complete TJ-Spert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information @f~. TJ Xpert. a HANGDR LIST - Simpson Strong-Tie Company, Inc.® r Hd2~-t Rml - " Jlml- Plot ID---Qty-Product Label Top Nails Face Nails Member Nails Notes ils Notes 1 1 H1 1~IUT3512 1D-N10 2-N10 (5J H2 11 IUT3512 10-N10 2-N1D (5) - - - Ji3_ 8_IUT3512 10-10d 2-N1D (5) H9 20 IUT3512 10-N10 2-N10 HS 6 IUT351?. 10-N10 2-N10 (51(61 (5) H6 9 LSSUI35 9-lOd 1-N10 {21(51 (5)(6) (2)(5) v ' H8 1 LSSUI35 9-lOd 7-N10 121(5)(6) x I II (2)(5)(6) (2) Hamer Notes: +il _ - - - - - - - - -!2f Web-Stiffeners Required (51 Backer Blocks Required (6~ Filler Blocks Required - w ~ JOIST AND BEAM LIST a - - - Plot ID Length roduct Plies Qty A3 - - Plies Qty Al 5' A11 7/8" TJIIPro-256 joist 2 2 x A2 32' 11 7/8" TJI 110 foist 1 1 2 2 - - _~+3_-5'J . 11 7/8" TJI 110 joist 1 1 A9 52' it 7/8" TJI 230 foist 1 6 1 1 1 1 1 6 w N A5 32' 11 7/8" TJI 230 foist 1 5 A6 20' 11 7/B" TJI 230 foist 1 29 1 5 - - --A7--18' 11 7/8" TJI 230 foist 1 2 A8 13' 11 7/8" TJI 230 foist 1 10 2 1 2 1 10 A9 12' 11 7/8" TJI 230 foist 1 3 _ A10 9' 11 7/8" TJI 230 foist 1 4 1 3 1 4 All G' 11 7/B" TJI 230 foist 1 4 M1 8' 1 3/9" x it 7/8" 1.9E Microllam LVL 1 1 P1 21' ~ 3 1/2" x 11 7/8" 2.0E Parallam PSL 2 2 1 4 L 1 1 2 2 ~ ~ ~ _ H7 H8 0 Q ~ ACCESSORIES LSST -y - HZx `-H21 ~ji6 H?r FH2 lot ID_I,ength__. Product Plies Qty A6 I ~ - - - - _ - Bbl 1' S/8" or 3/9 Backer Blocks 1 9 Plies Qty 1 9 a A1~ Ebl 4' 6 1/2" 2x6 Filler Blocks 1 1 - H2 - 9--.--- Rm1--16'---- 1 1/9" x 11 7/8" 1.3E TimberStrand LSL 1 B 1 1 L 1 8 Pcl 51' 10 3/9" 1 3/9" x 11 7/8" 1.9E Microllam LVL 1 1 x Bbl 1' ~ 1" net Backer Blocks 1 24 1 1 1 24 Wbl 8 7/8" 7/8" x 2 5/16" Web Stiffeners 2 12 ~ - - Rm, Rim Board; Pc, Parallel Closure ~ ~ 2 12 ~ x _ A6 - _ H3 H3 r ~ ~ HEADER LIST - I o - - a x ~ Q M, Plot ID Length Product Plies Qty Plies Qty ~ ~ x~ - H2 3 H3'. ~ ~ -lid!-7'- 3 1/2" x 4 3/8" 1,3E TimberStrand LSL 1 2 L 1 2 • - AB ~~r ~ Hd2 4' 3 1/2" x 9 3/8" 1,3E Timber9trand LSL 1 5 J _ Hd3 3 3 1/2" x 9 3/8" 1.3E TigiberStrand LSL 1 1 L 1 5 L 1 1 L 1 1 1 Hd5-_10'- 3 1/2" x 9 1/2" 1.5E T1'mber5trand LSL 1 1 - - x J ~ L 1 1 ' ~ ~ Hd3-lt ~ 1 - N _ x ~ A2 r _ _ - _ -1- T ~ 3 15116" r d ~ / v Hdl-lt - - - - 1 - -CREATED BY- M ~ ~ BBO - -Baker Lumber, Inc. a Pcl _ PO Box 342130- _ Hdl-lt Columbus, DH 43234-2130 (619)689-6341 1 FAX: (619)889-8391 LEVEL NOTES File Name; 16bc.job Level Name: 2nd Deck Plotted: 8/7!2007 16:14 Design Status: 1st Deck,..,.8/7/2D07 15:38 Low Aoof...,.8/712DD7 15:28 2nd Deck..., .8/7/2007 15:27 Upper Roof.,.8/6/2007 16,33 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 30psf Live Load and 10 psf Dead Load Maximum Joist Deflection; SYMBOL LEGEND L/360 Live Load L/240 Total Load ND TJ-Pro Rating Information: O Point Load Weighted Average: 44 - Line Load Lowest Rating: 39 Highest Rating; 62 ? Area Load Glued 6 Nailed Decking is Required Direct Ao~lied Ceiling of 1/2" Gwsum is Required BBO Boam By Others Floor Decking: 23132" Panels (24" Sgan Rating) Detail Callout Label Normal O.C. Spacing = 16"{ ~ (See Framer's Pocket Guide) Unless noted otherwise Hd-t Header, and -t indicates quantity of 2x 3uide ) 'es quantity of 2x La ~ ~ ~ 4° ~ trimmers required at ends y ut S a e ~ Required Bearing Length in inches ands ~ fAdeouate bearing has been orovided if bearing length is not indicated.) =h in inches been orovided if indicated.) JOB COMMENTS ppI Page 3 bf 4 Virginia Homes LEVEL COh49ENTS 535 C Lot # 16 Bishops Grassing 2nd Floor peck Framing FOR THE TJ~XPERT WARRANTY WARRANTY SEE FRAMER'S PACKET GUIDE ;ET GUIDE TJ•Xperi 6.42 (#693) C6.42 D6.42 56.42 P6.42 6.42 P6.42 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Ttus Joist Ftamer's Pocket Guide fox Product Trademark Information d 1JX ert p 4DT-up-tot. HEADER LIST Plot ID Length Product Plies Qty Plies Qty Hdl 7' 3 112" x 9 3/8" 1.3E Timber5trand LSL 1 1 Hd2 9' 3 1/2" x 9 3/8" 1.3E TimberStrand L5L 1 7 SL 1 1 SL 1 7 Hd3 3' 3 1/2" x 9 3/8" 1.3E TimberStrand LSL 1 1 Hd9 6' 3 1/2" x 5 1/2" 1.3E Timber5trand LSL 1 1 SL 1 1 SL 1 1 Hd2-lt Hd2-lt Hd9-]t Hd2-1t Hd2-1t Hd2-lt F- I I- 1 1 1 1 1 4 . ~ N V I .i D x CREATED 8Y Baker Lumber, Inc. PO Box 392130 Columbus, OH 43234-2130 (6191889-8341 FA%: (614}889-8391 Hd2-lt _...__t___~BBO ~~_L__, 1 ~ T - Hdl-lt LEVEL NOTES 1 File Name: 16bc.job Level Name: Upper Roof Plotted: 8/7120D7 07:13 Design Status: 1st Deck.....Not Designed Low Roof.....Not Designed 2nd Deck.....Not Designed Upper Roof.,.6/6/2007 16:33 NOTE; Level desion times indicated above provide assurance for proper level stacking. Design Nethodalogy: ASD Roof Area Loads Varv: 25 to 25osf Live Load (1159 LDF} and 11.8 to 11.8psf Dead Load SYMBOL LEGEND Maximum Joist Deflection: 'SEND L/360 Flat Roaf - Live Load 0 Point Load L/290 Sloped Roof - Live Load L/290 Flat Roof -Total Load - Line Load L/180 Sloped Roof - Total Load O Area Load Layout a7~ialei 114~~ ~ BBO Beam By Others Hd-t Header, and -t indicates quantity of 2x trimmers required at ends ates quantity of 2x_ ends JGB COMMENTS Page 4 Of 4 DPI J/ ~j/` LEVEL COMMENTS Virginia Homes / l~ V ~ pp FOR THE TJ•XPERT WARRANTY 535 Madel w/ full basement U er Roof WARRANTY SEE FRAMER'S POCKET GUIDE KET GUIDE TJ~Xpert 8.42 (#693) 06.42 D6.42 56.42 P6.42 S6.42 P6.42 DUBLIN It N EXTERIOR ELEVATION NOTES: EXTERIOR ELEVATION NOTE; SEALANT N6 N SHINGLES; HORIZON SHINGLES LIFE EXPECTANCY: 30 YEAR ~ 510000 BRICK ROWLOCK 51LL - WEIGHT: 245 LB. WEATHER EXP05URE: 5° 5EE ELEVATIONS vJJ ~ SIDING: SMART TRIM 51DING BRICK I~1 (WOOD SIDING 30 YR. LIFE ) ~ FASCIA: IXb SMART 1RIM HORIZON DIMENTIONAL SHINGLES w Ln w M ( WOOD 51DING 30 YR. LIFE ) BRICK VENEER ~ CORNER TR : X IM 16 SMP:RT TRIM PER ELEVATION / 50FFIT; SMART TRIM VENTED (WOOD SIDING 30 YR. LIFE) FA IA. X I/2" DRYWALL AND 5G 16 SMART TRIM O INSL. BRO.ON 2X4 CORNER TRIM: IX6 SMART TRIM PER ELEVATION GUTTER: ALUMINUM OR 2X6 51UD5 ®Ib O.G. (WOOD SIDING 30 YR. LIFE ) I-~ p W/ R-13 INSULATION RAKE: IXb SMART TRIM PER ELEVATION WINDOW TRIM: IX6 SMART TRIM PER ELEVATION (WOOD SIDING 30 YR. LIFE) FREIZf BRD: IXb SMART TRIM PER ELEVATION cc H 50FFIT: VENTED SMART TRIM 1/4" = I'-0" WINDOW TYPE: VIM'L 51NLE HUNG - C.7 0 0 ~ 6E DOOR: 1'-0" HIGH RAISED PAf~L N U \ f'~" 1 pO INSULATED OVERHEAD DOOR fl 00 PORGi# N d^. RIDGE VENT: CONTINUOUS WINDOW TRIM: IXb SMART TRIM PER ELEVATION W GROWN MOLDING; NA z GARAGE DOOR IXb SMART TRIM PER ELEVATION 0 HEAD TRIM: >n m - Q ~ ~ ~ w _ © T fl : Q 0 N V ~ , q ,_I~ _ ~ _ •V4 ~ N . 4 ` 12" X 12" 5Q. GABLE - - VENT W/,IX4 SMART TRIM ~ ~A-"-= o O o L C v 8" DRYVIT HD ~ - - - ~ - 00 ~ - _ _ - - x _ - _ - P4 m ~ - - - Q _ ~ - ~ ~ aJ ~ - - - d , - = Q N ~ .4 (Y - - - `N Ul Q - - - 5 05 - 5 5 _ , - ~ 4" DRYVIT 51LL - - - ~ bll2 _ - O _ ~ _ . . _ 12" X 12" 5Q. GABLE - - - z _ . . ; VENT NU IX4 SMART TRIM - - - - O - - DRYVIT ND ~ _ . . ~ - - x , COPYRIGHT 2OO1 ~ _ _ _ _ ALL DRAWING AND WRJTT@I MATEFUAL APPEARING HEREIN CON5TITUTE THE ORIGINAL AND UNPLOL15FED WORK OF PMAMON PHILLIPS INC. THE SAME MAY v 4 F - 0b. - NOT DE COPIED USED DISCLOSED OR CONSIGNED TO A THIRD PARTY WITHOUT THE EXPRE55 WiITTEN CONSENT OF DAVID PHIWPS INC. MCA RETAINS a = . ~ ~ _ - g ~ _ _ - _ THE COMMON LAN COPYRIGHT TO THIS MATERIAL ~ o ~ . . * - - - - _ - - - A _ IXb SMART TRI - _ - DRYVIT GAP _ _ DATE: 7/20/01 REVISED: ON FAGS OF BRICK AT CORNER . - - - - ~ 4' DRYVIT SILL _ - - - N - - - - - - - ~ ; _ .=r ~ I/4u ' I'-0n SHEET # LO -E- NDO W WI WS 2-1 12 10 d- Ln d- N i N0 N H i Fl Le) ~ ~ ® ~ W ~ MM~~--11 ~ 6010 TRANSOM 6010 TRAN50M 3050 3050 3050 3050 3050 p ~ ~ O 12 = 6 O STUCCO 3030 3030 _ ~ ~ x STUCCO STUCCO ~ x u- a 3050 3050 3050 3050 ~ p a O DRYVIT GAP 406b = LIDS N U o 06 d- H O LOW-E-WINDOWS LOW-E-WINDOWS v m w Q O V Q •o o DUBLIN 12 • u EXTERIOR ELEVATION NOTES: EXTERIOR ELEVATION NOTE: to . Q o SHINGLES, HORIZON SHINGLES `^''r~ s•~ Y~G o N LIFE EXPECTANCY: 30 YEAR ~;"k~+ STUCCO WEIGHT: 245 LB. V~ATNER EXP05URE: 5" 00 51DING: SMART TRIM 51DING BRICK ( WOOD SIDING 30 YR. LIFE ) FASCIA: 1X6 SMART TRIM HORIZON DIMENTIONAL SHINGLES (WOOD 51DING 30 YR. LIFE ) CORNER TRIM: 1X6 SMART TRIM PER ELEVATION 50FFIT: SMART TRIM VENTED (WOOD SIDING 30 YR. LIFE) FASCIA: 1X6 SMART TRIM CORNER TRIM: IXb SMART TRIM PER ELEVATION Sn1GG0 GUTTER: ALUMINUM ( WOOD 51DING 30 YR. LIFE ) RAKE: 1X6 SMART TRIM PER ELEVATION 0 z WINDOW TRIM: IXb SMART TRIM PER ELEVATION (WOOD 51DING 30 YR. LIFE) FREIZE BRD: 1X6 SMART TRIM PER ELEVATION 0 50FFIT: VENTED SMART TRIM J WINDOW TYPE: VINYL 51NLE HUNG GARAGE DOOR: T'-0' HIGH RAISED PANEL C.OPYRI6NT 2007 INSULATED OVERHEAD DOOR 3050 ALL DRAWING AND WRITTEN MATERIAL APPEARING HEREIN 0ON5TITUTE THE ORISINAL AND UNPUMISHED WORK OF VAIAP50N PHILLIPS INC. THE 5AME MAY PORCH COLUMNS: NA NOT 13E COPIED U5ED 12I5CL05M OR GON515NED TO A THIRD PARTY WITHOUT THE E%PRESS wRiTTEN CONSENT OF DAVID 50H PHILUP5 INC. WHICH RETAINS THE COMMON LAW COPYRI5HT TO THIS MATERIAL RIDGE VENT: GONTINU0115 WINDOW TRIM: 1X6 SMART TRIM PER ELEVATION 24° STONE RETURN DATE: 7/20/07 GROWN MOLDING: NA REVISED: GARAGE DOOR 1X6 SMART TRIM PER ELEVATION HEAD TRIM: 1/4" = I'-D' LOW-E-WINDOWS SHEET # 2-2 d- Ln ,I- N 000 N d^. r ^ ~ V J v W ~ Ln M 0 12 C to c°v V F~ o --------------------------JII II III II 00 III II N III II m II OVERFRAMING AT 16' O/G III II U III II III II W III II z III II III II 0 x u III II WOOD TRUSSES A124 0/G III II a III II III II III II III II III II III II III II III II III II II III II II INSLUATION PER NiEG REPORT II II a p II II II m II II II II II II II II ' ~ II II w z II II Q u D ~ M. BEDRGGM M. BATH LAV II WOOD TRUSSES /AT 24 0/G II II II w O w II II ~ II II II II V `J II II II II II II II p ~ r) , o II II 0 O is) o • v ks) z ~ Q o KIT /DINETTE LAUNDRY GARAGE o ks) W W N P4 t-- m 2X8 RIDGE BRD. WI 2X6 RAFTERS ~ 24° O.G. In ~ PLYWOOD SHEATHING •14 0 z N Z 'i GABLE TRUSS ~ BASEMENT O W N WOOD TRUSSES ® COPYRIGHT 2001 24' O.G. ALL DRAWING AN WRITTEN MATERIAL APPEARING HEREIN CON5TITVTE THE ORIGINAL AND UiP11BL15HED WORK OF PAVIP550N PHIII.IP5 INC. THE 5AF/E MAY . NOT BE COPIED LrW DISCLOSED OR CON5I6NED TO A THIRD PARTY WTHMT THE ENPRE55 WRITTEN CONSENT OF DAVID50N PHILLIPS IWC. HHICH RETAI THE COMMON LAW COPYRIGHT TO THI5 MATERIAL • DATE: 7/20/07 REVI5ED: SHEET # 3-1 SHINGLES PER ELEV. OVER #15 FELT PAPER OVER Ln d- l/lb" 05B WI CLIPS A5 REQ'D N 00 WOOD POST SEf PLAN N N d^' I'-0" r ^ r WOOD RAIL'G AND FASCIA BOARD PER ELEV. WDOD ~'I~~-5 INSULATION PER MEG REPORT v ~ v RD PER ELEV. AND 5" ALUM GUTTER f GUTTER 4 CEILING HGT, SPINDALS ®4" O.G. m ~ Ln w W ~ O ~ N 5/8" DRYWALL OVER WOOD TRU55E5 AT 24" OIG 3/4' SUB-FLOOR'G VENTED 50FFIT PER ELEV. METAL TIE DOWNS A5 REQD FIT PER ELEV. O 1/2" DRYWALL OVER I/2" DRYWALL OVER z 2X 51UD5 AT I b" OIG WOOD FLOOR JOIST ~ SEE EXTERIOR ELEVATIONS 'R ELEVATION5 ~ FOR FINI5HE5 w N V 1"'y O 0. 00 INSULATION PER MEG REPORT N 1/Ib" OSB SHEATHING 1 EATHING H W z 401 W STAIR DATA 3/4" 5UB-FLOOR T4G GLUE AND SCREW FINISH FLOOR N BAf~ BOARD INSULATION I, MI IF'NM TREAD DEPTH , 10 INSULATION 2. MINIMUM N051NG PROJECTION: I' PER MEG REPORT 'ORT 3. MAXIf~1M RISER HEIGHT: 1-3/4" CEILING H67. 4. MAXIMUM VARIANCE IN RISER HIEGhIT: 3/8' 5. MINIMUM HEADROOM HEIGHT AT 57AIR ANGLE: b'-8' Y OVER b. MINIMUM /MAXIMUM HANDRAIL HEIGHT: 30'/34" 5/b DR WALL 1. MINIMUM GUARDRAIL HEIGHT: 36" FLOOR JOISTS 8. MAXIhR1M BALUSTER SPACING (CLEAR OPG 4° 5EE FLOOR J015T DRAWINGS Q. MINIMUM STAIR WIDTH EXCLUDING WALL HANDRAIL: 3'-O" FOR 51ZE AND SPACING l1~ m SAME A5 ABOVE OVE • - 1/2" DRYWALL OVER W z 2X 51UD5 AT Ib" 0/G Q I LNG ~ ALL HANDRAIL, GUARDRAIL, OPEN WOOD RA L O ° AND STAIR GOEMETRY PER STAIR NOTE BOX ~ w d INSULATION PER MEG REPORT U BALGOM' •V4 WOOD RAILING Q o 1 a 3/4" 5UB-FLOOR TEG II 1/8" FLIP JST. II 7/8" FLR. JST. GLUE AND SCREW FINISH FLOOR BAND BOARD INSULATION c PER MEG REPORT PORT IWALATION r Jj~1 O TOP OF FDN. SEE FLOOR J015T DRAWIN65 N ~ FOR SIZE AND SPACING m IES 00 w GRADE VARIES N ~ s p ~ n - I/2 DIA. ANCHOR BOLTS W/ _ _ _ _ _ _ _ _ ~ BACK HALL L01^ER HALL 1" MIN. EMBEDMENT ~ III.111= I ITT I I~ I ICI I-1 FOYER LT5 SHALL BE b'-0" 0/G MAX. ` " ~ = ~ hI I I-) ~ =1 ~ hI I I- I hI I= HIT AND 12° FROM CORNERS MAX. ~ ° III=1 I hI I I=1 I I=1 I I-1 I hI I I~ 11=1 i 1=1 11=1 f 1=1! 1=11 1= I I hI I 111=III=III=III=III=III=III: 11 1-I. ~ ~ 8 POURED GONG. WALL W/ ' ~ 1=I ~ ~=I ~ I= ~ =1 ~ 1= ~ =I ~ h ~ y z 11~F-N-DRY IN51~.ATION BOARD ~ -III=1 ~ I= ~ -_-I ~ ~=1 ~ h~ ~ FULL HEIGHT • • ; h I I=I) Ir ~ -III=111, Falowo.S.H~A. ION5 II 1/8" FLR. JST, ~N II U8' FLR. JST. ~ PROVIDE BOND BREAKER ~ . = I = ~ : RECOMMENDATIONS ~ BETWEEN WALL AND II=IIh1 FOR SLOPEwV~N z FLOOR SLAB ? ` ` I=III=III.. UNSTABLE GROUND I I ~ I ~ IL=L I ICI 15 ENCOUNTERED uND I- D O I I b MIL POLYETHYLENE > ; : - II II_.I11=111-__ CRAWL SPADE I I ~ ` VAPOR BARRIER TAPE .I ~ ~ =-1 ~ I. ~ = ~ J ~ I I ~ JOINTS OR OVERLAP b , =I ~ I^I ~ I= I I=1 ~ I=~ ~ II 111=III=III=III-III - ~ ~ ~ 3 I/2 GONG SLAB OVER I I~ I 1=I 11- ~ ~ " COPYRIGHT 7001 ~ ~ I I BASEMENT 4" MIN GRAVEL ~ . ~ _ _WEEP HOLE ~ 48 O.G. _ I I PLACE ON NATURAL ' ; I I I=II (-III- I ~ 8u O.G. ALL DRAWING AND WWT" MATERIAL APPEARING HEREIN CON5TTUTE THE ORIGINAL AND UNNOLISiIFD HORK OF DAVID 1 PHILLIP5 [NO, THE 5AME MAY STL. BM. ~ POST I UNDISTURBED 501E ~ ~ NOT BE COPIED U5ED DI5CL05ED OR CON516NED TO A THIRD PARTY W THOUT THE EXPRE55 MATTEN W/ FULL BASEMENT I I OPTION I I F1NI5H FLOOR CON#NT OF DAVIDSON PHILUP5 INC. WHICH RETAINS THE COMMON LAH COPYRIGHT TO TH15 MATERIAL II 3, - II ' i I I Ir f~.. r_.. DATE: -7/20/0-1 kVEL REV! 5ED: ~ - - ~ ~ 3' DIA. PLASTIC DRAIN TILf I ~ 8 X I6 GONG. FOOTER PLACE WITH HOLES ON BOTTOM =OOTER CONNECT TO SELF CONTAINED 51~'IP PUMP OR GRAVITY DRAIN SHEET # O'1 3-2 d~ N oob N d^. r ^ ~ v J ~ O ~ M d- Q H vD H ~H 0 c~ U ° 0 W C) C0 W z 0 x _ #HINGLES PER ELEV. OVER SHINGLES PER ELEV, OVER 15 FELT PAPER OVER #15 FELT PAPER OVER l/lb" 056 W/ CLIPS A5 REQ'D 1/Ib" 056 W/ CLIPS A5 REQ'D I'-0" m I'-0" Ln FASCIA BOARD PER ELEV. RD PER ELEV. FASCIA BOARD PER ELEV. INSULATION PER h1EG REPORT AND 5" ALUM GUTTER " INSULATION PER MEG REPORT AND 5" ALUM GUTTER f GUTTER CEILING NGT. CEILING HGT, ` 5/8" DRYWALL OVER WOOD TRU55E5 AT 24" O/G 5/8" DRYWALL OVER VENTED SOFFIT PER ELEV, WOOD TRU55E5 AT 24" O/G VENTED 50FFIT PER ELEV. METAL TIE DOWNS A5 REQ D FIT PER ELEV. V 4 N 1/2" DRYWALL OVER o 4 2X 5TUD5 AT I6 0/G ~ 5~ EXTERIOR ELEVATIONS d FOR FINISHES R ELEVATIONS N W 4 ~ ^ Q INSULATION PER MEG REPORT ~ lAb" 056 SHEATHING ' ~ H O EATHING O I/2" DRYWALL OVER 0 2X 5TUD5 AT I6" O1G P4 (Y] SEE EXTERIOR ELEVATIONS FOR FINISH 111 3l4" 5UB-FLOOR TAG GLUE AND SCREW FINISH FLOOR ~ BAND BOARD INSULATION IN5ULATION PER MEG REPORT I/2" DIA. ANCHOR BOLTS l^U TOP OF FDN, ' PORT - 1" MIN. EMBEDMENT SEE FLOOR JO15T DRAWINGS FINISH FLOOR BOLTS SHALL BE b'-0" OIG MAX. GRADE VARIES „ FOR 51ZE AND SPACING IE5 Z 4" GONG SLAB OVER Z AND 12 FROM GARNERS MAX, 4" GRAVEL FILL E ~ - _ i T u2" DIA. ANCHOR BOLTS WI ' I hI I I-1 I Ifl I I~ I I-1 I ICI' 0 " MENr J I~ I N I I=1 I I-1 I I~ I' TOP OF FLR. ~ 7 MIN. EMBED " I I-III-I Ih~-III-III= ~ LTS SHALL BE b 0 O/G MAX. I~ h I ~ I h I I= AND 12" FROM CORNERS MAX. - i-i i ~-i COPYRIGHT 2007 _ ~ = , : `WEEP HOLE ®48" O.G. III=- ~ ~ i_~ 5" O.G. ALL PRAWNS AND WRITTEN MATERIAL APPEARING HEREIN GO1,15TITUTE THE ORIGINAL AND UNPJ5L15HEO 8" POURED GONG, WALL l^V ~ ~ ~ I- ^I ,I I L~~ ~ 1=I ~ 11ORK OF DAVIDSON PHILLIPS INC. THE SAME MAY NOT BE GOPIED USED 0I5G4-05ED OR CONSIGNED TO A THIRD PARTY HITHOUT THE EXPRE55 WRITTEN z - ~ " - _ _ _ TIFF-N-DRY INSULATION BOARD a POURED GONG wALL ~=I I(=1 I I-1 I I_~( 111- CONSENT OF DAVID-10N PHILLIPS INC. W-0G4 RETAINS THE COMMON LAH COPYRIGHT TO THIS MATERIAL - _I I hI 11=1 I I~ I I_=1 11= FULL HEIGHT - _ N_ R I f_I I I-1 I I-11 I-111- m s i--6--~-i- w 3/4" GRAVEL DATE: 1/20/01 NEL REV 15ED: TOP OF FTR. _ 3"DIA. PLASTIC DRAIN TILE 8" X Ib' GONG. FOOTER ~ PLACE WITH HOLES ON BOTTOM :DOTER CONNECT TO SELF GONTAl1~D SUMP PUMP OR GRAVITY DRAIN 8" X Ib" GONG. FOOTER SHEET # 3-3 4. All concrete work shall comply with: R001= GONSTRUGTI ON PL~NN I NG a. AGI 301-84 Specifications for Structural Goncrete for Buildings I. All Interior and exterior stairways shall be provided with a means to (revised 148'f) I. Trusses shall be pre-engineered by the manuFacturer, all truss data and illuminate the stair, including the landing and the treads, b. AGI 318-83 Building Gode Requirements for Reinforced Goncrete layout sheets shall be provided prior to framing Inspection. d' Ln (revised IGBb) ~t N i 2. Gelling heights In basments without habitable spaces shall not be less than "I 2. Rafters shall be Walled to telling foists to form a continuous tie between feet O Inches clear except for under beams, girders, ducts or other 5. All footings shall be as follows: (based on 2000 psi soil bearing) exterior walls where Joists are parallel to the rafters, Where not parallel, 0000 obstructions where the clear height shall be b feet 8 Inches. nominal wall thickness -footing depth - footin width rafters shall be tied with a rafter tie, located as near the plate as N d^" 8" 8" I " practical. Rafter ties shall be spaced not more than 4 feet on center. H 3. Garage Floor surfaces shall be sloped to facilitate the movement of liquids IOu 8~~ 18" Rafters shall be framed to ridge board or to each other with a gusset plate toward the main vehicle entry. 12 8 20 as a tie, rTl 4. the dimensions of a window well serving an E,E.0. window shall provide a min. b. Masonry fireplace footings shall be a pad type footing which shall extend 6 3. R(dge board shall be at least I" nominal thickness and not less in depth than net clear area of 9 square Feet with a minimum horizontal protection and (mint past all faces of the fireplace foundation and shall be 12" (mint deep, the cut end of the rafter. At all valleys and hips there shall be a valley or width of 3b inches. hip rafter not less than 2° nominal thickness and not less In depth than the w ~ w 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 5. Hazardous glazing shall be located In the following locations; in all doors accepted frost depth. (see deisgn criteria this sheet) by a brace to a load bearing partition or be designed carry and Including slidin glass doors and sideli hts; glazing in doors and enclosures distribute the specific load at that point. For hot tubs, w Irlpools, bathtubs and s owers; glazing in walls 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 -f" Into poured concrete and 15" Into masonry. Bolts shall be spaced 4. RooF assemblies shall have rafter or truss ties provided at load bearing these plans. 6-0 on center max. And 12 from corners max, locations. O H vA b. Openings between the garage and the residence shall be equlped with q. Approved anchor straps shall be installed per manuFacturers 5, RooF sheathing shall be supported with blocking or edge clips when rafters either solid wood doors 13/4 Inches In thickness or 20-minute fire-rated recommendations, or trusses are 24 on center or greater, doors. H 10. Backflll shall not be placed against the wall until the wall has sufficient b. Slopes less than four in twelve shingles shall be installed over (2) layers of 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 #I5 felt a plied parallel to eaves with 19" top lap and 12" end lap, with end door approved for emergency escape or rescue with a min. Net clear braced to prevent damage by the backf(II. laps Iota ed at least b Feet from end laps in preced(ng coarse, opening hgt, Of 24 inches and a width of 20 Inches. v~ o II. All surFaces of steel columns shall be given a shop coat of rust 1, RooF sheathing shall be I/2" lywood or ~/Ib" 05B exterior grade. Provide M""1 N U CD 06 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. more risers. 12. Crawl space shall be provided with continuously operated mechanical 8. Trusses shall be designed by a Structural Engineer registered in the State Q. the maximum riser height shall be l 3/4" and the minimum tread depth shall ventilation at a rate of I.0 cfm per 50 sq. Ft. Of crawl space minimum with of Ohio. trusses shall be designed In accordance with the National Design H be 10 with a nosin 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 un ess noted otherwise on plans. of Design TPI-85. Roof trusses shall be designed for the following loads: 13. All anchor bolts shall conform to ASTM A301, 10. The greatest riser height and tread depth within any flight of stairs shall not lop chord live load = 25 psi. exceed the smallest one by more than 3/8 14. All reinforcing steel shall be grade 60. Top chord dead load = 10 psi, O Bottom chord 11ve load = 20 psi. 7~1 II. Winder stair treads at a point not more than 12" from the side where the 15. Center footings on column centerlines. Bottom chord dead Toad = 10 psi, treads are narrower shall not be less than 9" and the minlmum depth of any Total load = 65 psf, tread shall not be less than b" Ib. 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 surfaces and an soffits rotected with I/2" sum board, ~ I R~PL~GES y P gyp 13. Handralis shall be provided at all stairs with (3) or more risers. Handralis I Chimneys shall extend a minimum of 2 feet higher than any portion of the shall have a minlmum hgt. Of 34 and a maximum hgt. Of 38 from the nosing building within ID feet but shall not be less than 3 feet above the point where of the treads. the chimney passes through the rooF. 1=LOOR GONSTRUGTION V 14. Handralis shall have a circular cross section with a diameter of I I/4" to 2". 2. A portion of a chimney located In the interior of the building or within the 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 exterior wall of the building shall have a minimum air space clearance to Ln m 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". Ln 2 I/4 . u 2. the ends of each Joist, beam, or girder shall have a minimum of I Yz of 3. Chimneys located entirely outside the exterior walls of the building, including 15. Porches, balconies or raised floor surfaces located more than 30" above load bearing on wood or metal and a minimum of 3" on masonry or concrete, chimneys that pass through the soffit ar cornice, shall have a minlmum air the Floor or grade shall have guardrails not less than 3b" in hgt. Open sides - space clearance of I" the airspace shall not be filled, except to provide w Q 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 guardrails not less than 34 in hgt, from the nosing of the stair. manufacturer. engineered data sheets shall be provided prior to taming O inspection. 4. Hearth extensions shall extend a minimum of Ib" In front oF, and a minimum of Ib. Re wired guardrails shall have intermediate rails or ornamental closures 8", beyond each side of the fireplace opening less than 6 square feet and whit do not allow the passage of a 4 sphere. The triangular opening 4. Drilling and notching of pre-engineered floors shall be done per 20 and 12 respectlvly for b square feet or larger. formed by the riser, tread, and bottom rail shall not allow the passage of a manufacturers recommendations. U 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 4 G) exterior grade, front, back, or side surface of a masonry fireplace, Including the smoke I'7. Required smoke detectors shall be hardwired and interconnected with a chamber, and not less than b" from the inside surface of the nearest flue O • C battery back- up. In rooms with cathedral or sloped ceilings the location of b. Draftstopping shall be provided as 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/ceiling assembly. manufacturers recommendations, b. Factory built fireplaces shall be Installed in accordance with the O O U) P4 (J) manufactures recommendations and a copy shall be provided prior to o I House address numbers shall be noted 4 Inches in hel ht and visible from I~~LL GONSTRUGTION 8 p g Inspection, the curb line Factor built or masonry fireplaces shall be provided with an exterior air cad ~ IS) 19. Foam plastic shall be separated from the interior of the building by a minimum I. All structural members shall be fastened in accordance with cha ter b of the supply o assure proper fuel combustion. I/2" gypsum board. The gypsum board shall be Installed using a mechanical p system. building code in affect. • p o 20. Wall and ceiling Finishes shall have a flame spread index of not greater than 2. Engineered data sheets for built-up beams shall be provided prior to H~~TING ~ G00 I NG L 200. framing inspection, 00 21. All ex sed insulation materials Installed in floor, roof, and wall assemblies; 3. Ali headers In exterior walls to be (2) 2x8 U.N,0.On plans. I. All HVAG work shall be installed In accordance with the Residential Gode of p° Ohio in effect in this Jurisdiction. m crawl spaces and attics, shall have a flame spread Index not to exceed 25 with an accompanying smoke developed Index not to exceed 450 when 4, Flre blocking shall be provided to cut off all concealed draFt openings (both tested in accordance with ASTM E 84. vertical and horizontal) to form an effective fire barrier between stories, 2. When heating and cooling equipment is located In an equipment room, an and between a top story and the rooF space. unobstructed work(ng space not less than 30 Inches wide and not less 22. Moisture va r retarder shall be rovided in all frame walls with a max. than 30 Inches ht h shall be provided along the control side of the ~ p 5. All wall and wind shear bracin shall be accom Ilshed b sheathin the entire equipment when t e door of the equipment room Is open, Perm rating of I.0 on the warm in winter side of the thermal insulation, ~ 9 u p y g house in 'I/Ib osb. 8d nails at b on center at panel edges. 8d nails at 12 on center at panel Intermediates, panels to be nailed to sill plate, 3. Fuel burning heating and cooling equipment shall be provide with a volume of 23. 5111s and sleepers on a concrete or masonry slab which Is In direct contact 50 cubic ft, per 1000 Btu. or an air supply shall be provided to assure O with the ground shall be preservatlvely treated or decay resistant b, Masonry veneer shall be anchored to the su ortin wall with corrosion proper fuel combustion. heartwood of redwood, black locust, or cedars, resistant me al I pp g z t t es 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 7, Each tie shall be spaced not more than 32" on center horizontally and shall cooling coll. condensate drains shall terminate outside of the building, or to a 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, O 25. Protection against radon shall be Installed as required per local )urisdictlon. 8. The veneer shall be separated from the sheathing by an air space of a 26, The maxlmtum fen th of a 4" diameter clothes d er exhaust duct shall not minimum of I" but not more than 4 I/2". g ~ ~LEGTRIG~L COPYRIGHT 2001 ALL DRAWNG AND WRITTEN MATERIAL APPEARING exceed 25 feet from the dryer location to wall or roof termination. Q. Flashing shall be located beneath the first coarse of masonry above finished HEREIN CON5TTUTE THE ORIGINAL AND UNf JMIaHEA NORK OF OW125ON PHILLIPS INC. TFE SAME MAY NOT BE COOPIW USED D15G.05ED OR CON51GNED ground level above the foundation wall or slab, and at other points of I. All electr(cal shall be Installed in accordance with the N.E.G. in affect in this To A THIRD PARTY NITHOUT THE E%PRE55 WRITTEN CON5ENT OF DAVID50N PHILIJP5 INC. W+ICH RETAIN5 THE COMMON LAW COPYRIGHT TO THIS MATERIAL support. Jurisdiction. ~OUND~TIONS ~ GONGR~T~ 10. Weep holes shall be provided in the outside wythe of masonry walls at a 2. A minlmum of one 20-ampere laundry branch clrcult shall be provided to I, The assumed soil bearing capacity shall be 1,500 psf U.N.O. max. spacing of 33" on center, Weep holes shall be a min. of 3/Ib"" in supppl the laundry receptacle outlet(s), This circuit shall have no other diameter located immedlatel above the flashin . outle s. DATE: 7/20/07 y 9 2. The finished grade shall fall a minimum of 6" in the first 10 feet from bulling REV! 5ED: perimeter. II. Wall studs shall be 2x4's ~ Ib" c% or 2xb's ®Ib" c%/ and shall be one 3. All dwelling unit bedroom(s) branch circuits shall be protected by an arc-fault piece full height. Provide a minimum of 2 studs at each side of all openings circuit interupter providing protection to the entire clrcult. 3. All concrete shall have a minimum 28 day compressive strength of 3000 psi through all walls unless noted otherwise. except as noted. Goncrete 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 5~ - l96 entrained air, Goncrete shall not contain calcium chloride. Basement slabs shall be a minlmum 3 I/2". SHEET # Porches, steps and garage floor slabs shall be a minimum 4". 4-1 8. 3 M ~QO AMP G4NN~CT~n l~OA~ X7,6 K.W~ 19 3 A P 1 . 'k 7EM ~ R .W, I1"EMS ~W,S. d- ..~;~.~-S.. ,n.l S K.~/V. B, K, ~ C. C.7~. I B K. , ~ K L N N ~,;.;,$..RANGE~ .:r 9.E0 2149.; 1 2 ?J40 3.00 ?Ai_ CMNp...;., N6 i i ~ ~ _ ~------------t-_ N d^. P . 4 0 ~ / 0 L40 MICROVy V! 12 .1,0 DRYER . 0 .2130... a ~ 6.1.2 A 110 C/) '~~~4-' ~ ':,8 X120 1,00 `WHIRLPOgI. ~ ~2 I _ }2~ REFRIGERATOR 1.00 1120... 9 ~10 1.120 0.80 ~~KI7Gi-1EN ~#1 ~ 1~2 W ~ ~ w - I 12'KlTCHEN #2 _ .0,80 11I20~ 11 12 1.,!20. -;1,40 jDIN1NG 1~2~ w 0 . "`_T~'- Q ~ ;12.WASHER ;1.00 11120 ~ 13~ry14I1l20 11,44 1FAM(LY RM 1'2 -r- ~ jAG LOG.j O N ::a4~sruoY 10.84 11115 ~ 15;161115 14.40 GDO #`1 ~ f~ ~~~1;4°GDOt#~2'~. ' ,0:40 11115 17 ',18 1115 1,00 D(SNtNASHER 1~ I I Q H ~ :%12 8A7H GFI X0,8 I / ~ I ~ 1 0 ,120. 19 ;24115 0.50 DISPOSAL _ . 4. - _ SEVIGE PANEL 14'FURNACE '0.50 I , ~ ~ 1 5 ~ p` 14 ~ I .1115 , 21 22 1(1 ~ . 0 SUM qMU~ ~ I H - 'j, 9MU9 14;LTG !1.80 1115 1..32 2411:/1.5 ;1,50 LTG 14 z 1 I _ CIS o :'1:4.1.7~:~'_-~~~._~._1 OQA,1(15_ 25';261115 x1.00 IGF1 SASE 14 ~`~k., I . + ~ .14~SMQKE~,~E7 ;0,50 1115 27 ;281115 X1,00 ,L1'G 14 F°4 cV U O N i ~ N .~,1:4;L7G ,0,50 11115 29 30 3.115 1,5Q iI.TG ~ 14 - 1 ~~i I t i`~,12~BAS~MEN7 X1.80 ;1/20 , 31 32.la/15 1.50 _~L7G BASE ~ :9d J9 J9 J9 { _ ~sPaRE 33 .34? - spARE ~ aYS;ti nom- ~~._-..~.Y....~ z ,SPAR'S t 36 - -SPARE 35 I - ~ , 1 SPARE - 37 38 _ $pAR~ x^ 3 SPARE. ~ i r i 0 40~ ISPAR I - ~ I I Q ~ E~,ECTRICAL NOTES. u. ® z I. AlL BEDROOM OUTLETS TO HAVE ARG-FAULT CIRCUIT ~ !n INTERRUPTERS. ~ 4 l.f1 2. ALL OUTLETS WITHIN b' OF SINKS, IN THE GARAGE,BASEMENT, J9 AND ON THE EXTERIOR SHALL BE G,F.I. PROTECTED J 0 3. ELEGTRIGAL REGEPTAGLES SHALL BE INSTALLED ALONG 1NE I 1 1 1 1 1 1 WALL SO THAT NO POINT 15 MORE THAN b'-0" FROM AN OUTLET ~ T 5 IT V. I I I I I I ON ANY WALL 2-0 OR MORE IN LENGTH, AND AT EACH 0 I I I I I I KITCHEN COUNTER THAT 1512" OR WIDER, PER NEG. 210,52 ( I I I I I I 1_LJ_1_LJ~II 4. A MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED SOLEY TO SUPPLY I V ~ THE LAUNDRY REGEPTAGLES PER NEG. 210,11(GX2) 5, PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEG. 210,52 I b. PROVIDE ONE RECEPTACLE WIIHIN 25'-0" OF ALL HYAG UNITS PER NEG. 210,63 I J9 Q • v SYMBOL L~G~ND I J9 ~ uw DUAL ounEr • ~ Q o ~ HOv swITGHED ounEr w~ I O IIOv WEAINERPROOF OUnET 200 AMP. METER Cl\ 00 IIOv GROUND FAULT INTERRUPT OUnET ENCLOSURE l- - 22oV m 220v RECEPTACLE ,~~p~~ ks) ~r ~ LIGHT SWITGI+ 410 SG O/Y~rL ~ (3) WAY LIGHT SWITCH GABLE /ALUM #4 BARE COPPER LYJ~! 2-I 2" PdG TO WATERPIPE ~4 (4) WAY LIGHT SWITCH ~ RISER (SGH. 80 ) O SMOKE DETECTOR z CEILING LIGHT WALL MOUNT LIGHT GRADE O J ~ CEILING LIGHT -PULL CHAIN ~ RECESSED GAN LIGHT TO POKER COPYRI6Hr 2001 ALL DRALiIN6 AND WRITTEN MATERIAL APPEARING HEREIN CON5TIfl1TE THE ORIGINAL AND U OVW5HID SUPPLY WORK OF DAVIP50N PHIWP5 iW,. THE 5AME MAY NOT 13E COPIED L*W DI5CLO5ED OR GOH5I6NED F EXHAUST FANLIGHT COMBO TO A THIRD PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF DAVIP50N PHILLIP5 INC. WHICH RETAI THE COMMON LAW COPYRIGHT TO THI5 MATERIAL © EXHAUST FAN BARE CAPPER TO GROUND ROD 200 AMP ® TELEPHONE OUTLET MAIN BREAKER PANEL DATE: 7/20/07 ® DISPOSAL REVISED: © GABLE OUTLET n- TRACK LIGHT ® 200 AMP ELECTRIC SERVICE PANEL NO SCALE I/4' = I'-0' SHEET # E-1 Ln d- N 00 N N r ^ r ~ M d' I I II I I II D I ~ IN_ E~TTE I I ~ v, o I I I ~ I I I O DEN I GREAT ROOM I I I I I I I I i I 1 H ~ I I 1 I I 1 rr~ 1 I 1 I 1 ~0 1 ~ I ~ I C14 V ~ I ~ I ~ I ~ ~ I ~ I ~ ~I N , ~ ~ / I ~ ~ I ~ ~ I I ~ I ~ _ ~ % I T I ~ 0 0 J ~ \ / ~ ~ ~a6e ~ ~ ~ KITCHEN Q ~ ' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ~ 1 I n I~ 1-Ja ~ I I I LOWER HALL ~ ~ I- ~ J I / J ~ ~5 1 1 1 1 1 1 2b691 T SIT _ _ I ITOILIC~IT_~EL~W 1 n 1 I T T I-1~ n n l'(1 ~ 1 1 1 1 1 1 1 1 Lf~ ~ 7- ~ II ~ J II I ? I II III I QQ LAUNDRY Q II I I I II 111 I ~ II I I I II III 1 ~ II I I I II / II ~ 2668 L G OOM III F R III i IVIN R III YE III DINING ROOM i II I I II ~ V II I I II II I I II i I II I I I II I II I I I II I 7~ Q ,o I I I I I I ~ I GARAGE 4 II I 1 ~ I II ~ I II I ~ I II ; 1 II I ~ I II i~ 1 o I-- J ~i 1 • ~ ~ JITTA ~ / ~ c'~3JJA I ~ / Oacss I ~ I L- ~ Q ~ ~ 1 o ~ C) N ~ 00 m I~ORGH I GARAGE DOOR I 1 OPENER PRE-WIRE I 1 ks) 1 1 ~ i 1 ~i 1 1 \~y~~/ 1 1 1 0 1 z L]IJ COPYRIGHT 20M ALL PRAWING AMP WRITTEN MATERIAL APPEARING HEREIN W145TITUTE THE ORIGINAL AND UNFUI31-I514ED WORK OF DAVID` PHILLIPS INC. THE SAME MAY NOT BE COPIED U5Ep DISGL05W OR CON516NW TO A THIRD PARTY W TROUT THE EMPRESS WRITTEN GON5ENT OF DAVIDSOM PHILLIPS INC. MICH RETAIN5 THE COMMON LAW COPYRIGHT TO THIS MATERIAL \ / iii ~I'~~ DATE: -7/20/0-f REVISED: 114" = I'~" SHEET # E-2 d' N L 00N0 N 'd I~ ' O H ~ H z~co CJ O o C) U P4 N OO 00 N , i 4 `Y~ . W z ey' t~'i F,~ E.t I 0 Vii: ~r x 1~a Nr' ; y" r i ~.7 . i_~.'~ ~ ' i m 1 BEDROOM #4 1 ' 1 1 o 1 M. BEDROOM 1 i' I ~ I 1 I 1 1 1 1 0 ' V 1 ~ 1 ~ ~ / l / h~i N O GFI cad L ~ I 1 BALCONY I ~ ~ • ~ O ~ -r---' 1 i' 1 a~ CN to / 1 P4 t° y ~ T SW T i~ W.I.C. k~ ~rv 1 1 1 - - - - I i i~a I .BATH ~ 0 6F1 \ ~ I o 11 / ~ I 1 ~ o° I 1 ~ / ~ ~ ' 1 ~ / F O 1 z / 1 ~ I I O BEDROOM #3 I 1 I 1 I 1 o ~ ~ o° ~ BATH W.I,C, C5PM6HT 200, ALL DRAMS AND WRITTEN MATERIAL APFEARIN6 a 1 ~ ~ BEDROOM #2 HE 114 C245TITUTE THE ORIGINAL AND UNPIEILISHED WOW OF OAVIFS N PHILLIPS IND. THE SAME MAY NOT BE COPIED USM 0I56L05W OR CONSI6Nr:D TO A THIRD PARTY NITFNOVT THE EXPRESS WRITTEN CONSENT OF DAVIDSCM PHILLIPS INC. WHICH RETAIN5 THE C 7,MN LAN OOPYFUGHT TO THIS MATERIAL / / DATE: 7120107 REVISED: 5HEET # E-3