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06201765 Permit File MAR-3i-2004 09:34 City of Dublin 6147616566 P.02 Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VfTDD 614/410-0670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between 1 Gr0 ? (Project M nager/General Cootraetor Herein after known as the Project Manager/General Contractor, and K ed i n L i 5ei (Owner/ an0 Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: , 1. „ The Project Manager/General Contractor, who is constructing a new premises at: S'7SLI CD I ew, uu nn Building Permit No. 06 -QC>l 76erbis applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved, 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Projec ManagevUenerai Conirazwr and dii: 6wa,a#'Occupuijl, dooametuWmw of thoz-:: ittei.:5 llVCuoo+:r be completed prior to the project receiving final approval, 4. Acknowledging that the premises are not completed and that -xi tain items, as shown, are requirements of the Code of the City, the Omer/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Apto:-oval, the Project Manager/General Contractor agrees to complete all items as shown by (date) 1 B and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditions` approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns a_*id employees from any and all liability that might arise as a result of occupancy of the premiseA. Further, the Owner/Occupant accepts the responsibility for the completion of those items sho-Am as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLtNDATA_PER SERVER\PER\PSR\THOMEW\OFP1CSWP\DOCS\DOC\FORMSICONDMONAL OCCUPANCY AGREEMENT.doc Page 1 oft Updated 4-02 { Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. lr 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agrement, Conditional Approval to use the property will not be granted- Ibis Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. lo-) Project Manager -eneral Con or Date Project Manager/ eneral Co for (Signature) (Please Print) Owner/Occupant Date Owner/Occupant (Signature) (Please Print) s 4- Ae~ of Dublin Date \\DUBLINDATA PER SERVER\PER\PFR\TiiOMBW\OFF)Crs\WP\DOCS\DOC\FORMS\CONDMONAL OCCUPANCY AG1Y-doc Page 2 of 2 UpdaW 4-02 TOTAL P.03 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type l i r P Application # U176 5- Date 11101-20K7 The undersigned inspectors checked your property at 57 Of 9LQ1D fVK W for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS &MW W1771 7h &u,atU" a6gT7 & &L& "MIAXM" AWA - AM k-0- 26= 1 i JTIi aY y. k L3 APPROVED 0 DISAPPROVED By !//IiPY0l~t7 XaONDITIONAL . DUBLIN 5800 Shier Rings Road CITY OF Dublin, Ohio 43016 Division of Engineering Phone: VfrDD 614410-46M Inspection line: 6144104W Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant:~~ Company: Site: 7 t3. (Provide Detail Plot Plan of Lot) _ Lot No: Application No: t.~' 1 70 Subdivision: PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ~ 'pproved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Man ole 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 Q K--0 (Ord. 7-75, Sec. 150.039(J+)) t~ (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) 7Q r W kE5 ? 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) y~16. Submit "As Built' Plot Plan ? 8. Replace Damaged Curb, 5 fL Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) 017. 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 approv rior to requesting n Occupancy Inspection by the Building Division. Inspector: Date: ID I ri Re-Inspection: ? Approved ? Disapproved O Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Building Permit No.: Ob a.~~~b~J Project Address: 5-Iba ~~en~ayo~ Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Insulation I-As ~ ? 1)51 Plumbing Underground Sewer •a3TF Footing d7.1 S''~ S • -;k - -4 fl~p Final Electric w WIVI ? 6R 3.9 •"1 ? 5 R Foundation Final Plumbing Steel Foundation -AA -1 ? S9% Final HVAC '0-* 'I ? WS Radon Final Gas ~l•5•'1 x•13•"1 ~ J R Presiab Piping Rough ~•7 Engineering a~. 5 l Electric (CWA) Engineering .•30 • J F P~p+~~ d v Gor, , 3•i (Pre-Sod) ccck-L Electric Service 644's •'1 ? a G, Final Rough Engineering Plumbing Gas Piping (Rough) Rough HVAC Final Zoning Fireplace •~~j• 1 0S oning Rough .Ako-I Ma( Occupancy A-1-01 E ~5 f--rw, 'Cor A 3}, Framing •x+9.1, ''JS GPO -IC) Carne 'J?4<. Uu i r) a.\ U)OrK- des - CITY OF DUBLIN R E P R I N T * * * CUSTCArffE0F*DUB LIN Batch ID: Building StaWSTWC075WO Shier-RkKjweRpadrpcDublid~-Ghtto 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Type SvcCd Description Amount 2006 201765 BP BUILDING PERMITS Qty 1.00 $3000.00 TRUBERRY Tender detail CK Ref#: 51657 $3000.00 Total tendered: $3000.00 Total payment: $3000.00 Trans date: 12/21/07 Time: 12:28:39 THANK YOU FOR YOUR PROMPT PAYMENT CA 2 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 ' R E P R I N T CUSTOMER RECEIPT Batch ID: 12/21/07 01 Receipt no: 21924 Type SvcCd Description Amount 2006 201765 BP BUILDING PERMITS Qty 1.00 $300.00 TRUBERRY Tender detail CK Ref#: 51656 $300.00 Total tendered: $300.00 Total payment: $300.00 Trans date: 12/21/07 Time: 12:28:13 THANK YOU FOR YOUR PROMPT PAYMENT CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: !~7 D k9 PERMIT NO.: 617,01?45 BY < 01A* FINAL INSPECTION DATE: p 2,ve r _ Division of BuDding Standards Z • 5800 Shier Rings Road Dublin, Ohio 43016 Phone: `fMD 6141410-4670 C11TY OF DUBLIN Inspection Line. 614/410-4680 CONDMONAL APPROVAL AGREEMENT .~tt This agreement made and entered into by and between + r~ " - e f u ~rCu (Pronager/General for Herein after known as the Project Manager/General Contractor, and y. 2, % i n + L (/Q Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: . 1. The project M magerle eral Contractor, who is constructing a new premises at: Building permit No. Ufc~ -Qc~:>l %7 -6s applied for a Certificate of Occupancy. 2. The premises, as of the date this alt is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project ManagevGeneral Conxi-a'tor and dw Owact Occupw t, docamcist ati*a of tho-,: ituas ncvessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that nertsin items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional A.pp: oval, the Project Manager/General Contractor agrees to complete all items as shown by (date) g1F 4 - and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further; the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval UDURLINDATA PER SERVEMPUP.\PUR\THOMEW\OFFICEWr%DOCSM>OCVORMS\CONDMONAI, OCCUPANCY AGPS"ENT.doc Page I oft Updakd 4-02 ,01. Agreement causing the premises to be vacated; and/or the City Way initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Ocoupant 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 ft premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquisiked any rights and/or powers that it would have if this Agreement were not in effect. B. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agmcmmt, Cone Approval to use the property will not be granted. 9. 'This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in aocordaace with 4101.2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. Project Manigerkieneral Co r Date ' Project Manager/ erneral tax (Signature) N (Please Print) Owner/Occupant Date Owner/Occupant (Signature) (Please Print eel- ty of Dublin Date \1DUBLSNDATA PER SERVEKM\P]R\Tk10MEwOMM RMSICONDMONAL OCCUPANCY Ardor Page 2 of 2 UpdaW 4-02 TOTAL P.03 Y OF DUBLI5800 Shier Rings Road CITN 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 ApplicantJe Company: Site: 5 4 & '40 9 ~ Detail Plot Plan of Lot) ~y _ Lot No: Application No:~-lQ'~17 Subdivision: PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occupancy L] 1. Clean Curb & Gutter ?10. Adjust Man Ole 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 C5 K+, -b e> 6 L) (Ord. 7-75, Sec. 150.+039(J)) (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) 72r}~~ES ? 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 4 , -00b C Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approve rior to requesting n Occupancy Inspection by the Building Div.sion. Inspector: Date: Re-Inspection: al-pproved ? Disapproved ? Conditional Inspector: Date: X44-1 ~i Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type gall wlpft cY Application # Z0176 5- Date1110-2-M7 The undersigned inspectors checked your property at 5704- compliance with Building Code. Any violations listed below must be corrected within days. for VIOLATIONS ! 2 I2080 14021YZ&)A0 0 Zc7&JS OCE~tP>t~ ! 11 ~PR9U~z 'o B y 1,4, R PT: AIX* lr&n5 m 19L "_PW_ W JVJ7fiAl ~ lue~eluG D/HS Fpm LjjZ df ? APPROVED ? DISAPPROVED By -!27* 11itza&W CONDITIONAL M K-e r 31 LA x-010 Building Permit No.:: O 1 (7 (-O,5 Project Address:57e4 &M-nda Von JaepecfW Date AP DA Ins Comments Ins action Date AP DA Ins Comments Plumbing Insulation 7/25/6) oe Under :g er ~ , Footing 2, C-2 e7 /,V/, V , Of /-,I"v /--a -.274 Final Electric j ti1 Foundation 2,Z, o7 Final -20 Steel Plumbing V f x 1K , Foundation Final HVAC ~Z?,07 Radon i3.c7 0' Final Gas !®11.07 &p S 3' s , cT Z FVe, / r-r, Preslab Piping 2f/Tl~ , 16~~~ Rough HV-QrFO r?rM &,.o Engineering Electric (CWA) Engineering 1 10 Electric1 (Pre-Sod) Service Final Q-W, ~ Rough Engineering' Plumbing 4P*I*i Gas Piping A# S H~i7s ~+4T - 3 UNO (Rough) 16 07 91f COW' @ vNtr tAf 07 AW Rough HVAC Oq- 9 srnN,r MNr /KCSw Final Zoning I¢1TlG AIBT INSP~2~-, 7~6tfD7 Ar /07 Fireplace A#P Sl9 Zoning Rough ` kil 4f I /'tom Occupancy ~f dC_0 7 Framing 612#10, 104 #A CA ,2s/ rRv3; 6 S sz SUP CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 TRUBERRY GROUP INC., THE 5991 CHANDLER CT SUITE A WESTERVILLE, OH 43082 April 03, 2008 RE: Building, Permit Nearing Expiration Application Number: 06-201765 Address: 5784 GLMDAVON LP ; Project Description: SQ FT 7011 Dear TRUBERRY GROUP INC., THE: The Building Standards Division records indicate that the above-mentioned permit will expire on May 03, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (6144104680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, J Jeffrey Tyler Chief Building Official 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 363.5-07-C DATE: 10/11 /07 ` AS-BUILT SURVEY CERTIFIED TO TRUBERRY GROUP COUNTY FRANKLIN LOT/SUBDIVISION 504 BALLANTRAE SECTION 6 PART 1 CITY/TWP OF DUBLIN ADDRESS GLENDAVON LOOP SCALE J"= 30' DRAWN BY: BKG P.B. 108 PAGE 91-92 BUYER LENDER CATCH BASIN TC-937.0 27" STM. 100.00. ~s UTILITY BOXES 937.0 938.2 936.7 937.6 25' NO BUILD ZONE 20' ESMT. LOT 504 919 942.3 9421 CONC 942.3 O• p p N (V O 14.7 16.7 tO `t J 939.8 ~ I 938.8 939.6 W LOT 505 939'0 M o 2 STORY a STONE/STUCCO/WOOD < LOT 503 M O r' I p 0~1 T r• N 13.7 17.9' O 11.0 a PORCH v rye. I A) 16.4' CONC. DRIVE 940.9 94?3' B/L 940.9 j-0 25 940.6 I if f 4 L N 20' ESMT. 940.5 940.6 939.9. 2' SIDEW LK ESMT. 940.1 - - 1 q' WALK 0.2 940.25 939'81 CURB INLET TC-939.81 - ' - - - - LOOP 50 GLE VON XXXXX PROPOSED GRADE XXXXX EXISTING GRADE CERTIFICATION: WE HEREBY CERTIFY TO THE ABOVE NAMED PARTY(S), THAT THIS PLAT DEPICTS THE SUBJECT PROPERTY IN ACCORDANCE WITH OF O THE OHIO ADMINISTRATIVE CODE, CHAPTER 4733-38, MINIMUM C~ y STANDARDS FOR MORTGAGE SURVEYS IN THE STATE OF OHIO, AND IS / •.~O % NOT A BOUNDARY SURVEY PURSUANT TO THE CHAPTER 4733-37, OHIO SCOTT ADMINISTRATIVE CODE. GRUNDEI S-8047 ,o 10/15/07 S/ONh S~ SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Date ~-21-a Application No. oy ~Jb •al~ r4 t' APPLICATION FOR ELECTRICAL PERMIT Job Address 77 G'CAIVAV QA'/ 104/0 Parcel No Subdivision F'~lw , Lot No. V Owner Nameri 10 Cd2X' U' It 12 Telephone 4 /Y- ar'9d -ST-08 Contractor Name fT A r`CUS~'` r L Telephone S-6 l a -f 78 Contractor Address Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION N~~~ ~1'~ rte/ ?~C 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 provision of said laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201765 Date 6/21/07 Revision number . . . . 2 Property Address . . . . . . 5784 GLENDAVON LP Parcel Number: 274-001250 Alternate Address: BALLANTRAE 6-1 #504 Tenant nbr, name . . . . . . SQ FT 7011 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group Inc. Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300.00 Plan Check Fee .00 Issue Date . . . . Valuation . . 0 Expiration Date . . 12/18/07 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES ELECTRICAL SERVICE 260.00 Special Notes and Comments NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. 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 . . . . . 06-00201765 Date 6/21/07 Revision number . . . . . . . 2 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Note: There is existing draiange tile on lot. Contractor needs to verify exact location and depth of ex. utilities prior to commencement of construction. Fee summary Charged Paid Credited Due Permit Fee Total 300.00 .00 .00 300.00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 .00 .00 300.00 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. £0010 19L99 'ON HOt] 50'-£T L1HS LOOZ/ST/£0 JAN 18-2 07, 2',iCity. of Dublin 14'e'b.cr.~~r_, r:ut VI J C: U ~ T , 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. -.ZG SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, the undersigned, do hereby certify the following location of buildin a top of the foundation wall at the referenced property. 9 nd elevation of insure that the location and. elevation of the toof the foundation wall s responsibility to system, as per the approved prints, comply Plus the first floor Dublin (in reference to the City of Dublin Codified Ordinance ian approved by the City . of 2 (k))- Pro owner- T k u is t k R G rZ ov P SubdlviSIon: - ~~4LG~4 urt-/-~~' Lot.Number; - Address: 1g - - G A vole L do P _ Approved Foundation Elevation . -3q,3•3 Feet above mean sea level. Actual Top of Foundation Feet above mean sea level Professional seal: co. . y% i * SCOTT A r_ -o ; GRUNDEI 9nature of Surveyor O 5-8047 0 . ,.~s/ON AL S Date This form is to be co r Ynp eted available on-slte With the prior to the foundation Inspection and must be approved prints- made ExaeUSurvay 02.N14 ^'Nl. P.01 CO 'd Ol:Cl LOOZ 5l J8W CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. oka - 0K0 k7:1 (OS Date 3 10-1 d Kew ? 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 5-+%4 be-ndccwoR \-om!p Parcel No. Subdivision/Project Name L!>O )IOua~ Lot No. 5og Owner's Name D Telephone o 10. 5Sg8 Contractor's Name ` - Telephone %55 - Contractor's Address 5l _Z J1 Dublin Registration Number 0~ - a6Sa Does the sewer discharge into an individual sewage disposal system or sanitary sewer? N0?~W. PRl~ How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what mate`dals do the vent pipes consist? NC Of what material does the house drain consist? y G *INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 'Al - Number of remaining fixtures X $10.00 = $ I6•00 Number of remaining fixtures X $12.00 = $ Total Inspection Fee $Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. AirAdmittance Valve Garbage Disposal Showers 3 *Backflow Preventers Hot Water Heater Sterilizers Bath Tubs 3 Interceptor Sump Pump Bed Pan Washers Kitchen Sink e Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets (p Akio Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for FuV"3 Water Storage Tank Floor Drains Other Garage Catch Basin GRAND TOTAL a HOT WATER TANK REPLACEMENT FEE $35.00 Division of Building Standards IL •o • 0=[ - 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 . . . 06-00201765 Date 3/14/07 Revision number . . . . . . . 1 Property Address . . . . . . 5784 GLENDAVON LP Parcel Number: 274-001250 Alternate Address: BALLANTRAE 6-1 #504 Tenant nbr, name . . . . . . SQ FT 7011 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group Inc. Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Structure Information 000 000 Construction Type . . . . . 52 - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . PLUMBING PERMIT Additional desc . . Permit Fee . . 460.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/06/09 Qty Unit Charge Per Extension BASE FEE 50.00 41.00 10.0000 EA RES PLUMBING >1 FIXTURE 410.00 Special Notes and Comments NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. 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 . . . . . 06-00201765 Date 3/14/07 Revision number . . . . . . . 1 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 460.00 .00 .00 460.00 Plan Check Total .00 .00 .00 .00 Grand Total 460.00 .00 .00 460.00 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 02/28/07 Application No. Qk APPLICATION FOR ELECTRICAL PERMIT Job Address 5784 Glendavin PI Parcel No. Subdivision Ballentrae Lot No. 504 . Owner Name Truberry Homes Telephone 614 781-6000 Contractor Name Power Solutions Inc. Telephone 614 497-8806 Contractor Address 1973 Lockbourne Road Columbus, Oh 43207 Dublin Registration No. 0701910 Residential: New Sq. Ft. Alteration/Addition Sq. Ft. 40.00 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 $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) 40.00 Tota-l^~$ JOB DESCRIPTION f tl 11 (cne \ 3O "t 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 ode regulati)laws. nstruction, installation, repair and alteration, and may be revoked at any time upon violation of any visions of Signature of licensed contractor or homeowner p Division of Building Standard 0 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 . . . . 06-00201765 Date 2/28/07 Revision number . . . . 1 Property Address . . . . . . 5784 GLENDAVON LP Parcel Number . . 274-001250 Alternate Address . . . . . . BALLANTRAE 6-1 #504 Tenant nbr, name . . . . . . SQ FT 7011 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group Inc. Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/27/07 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within 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 . . 06-00201765 Date 2/28/07 Revision number . . . . 1 Special Notes and Comments REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. 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. 11/17/2006 08:49 FAX 614 764 9814 BIRD HOUK COLLAB. 14002/002 BIRD H O U K 6375 riverside drive I suite 100 I dublin, ohio 43017 collaborative phone 1 614 764 1122 fax 1 614 764 9814 design®bird-houk.com November 17, 2006 Mr. Charles Driscoll Re: Lot 504 The Edwards Company Truberry 495 South High Street, Suite 150 Ballantrae Golf Course Community Columbus, Ohio 43215 Dublin, Ohio Dear Charlie: We have received the modifications for the above referenced home. The house meets our design review criteria and is approved p(inding stucco color change. This review does not supercede any and all requirements as stated in the Dublin Golf Course Community Development Text (Ballantrae) or any other zoning or building code requirements. If you wish to discuss any of these comments please give me a call. Very truly yours, Melissa L. SO s MLS/ng bh/011111504app architects The place makers. land planners landscape architects 11/17/2006 FRI 8:51 [JOB NO. 5185] IM002 11/17/2006 11:59 614-241-2080 EDWARDS PAGE 02 TRAE- Pank dRvi? a &Golf Community Architectural Review Comw itte° Plan Approval Notification Lot Number: 504 Section: 6 Date: 11/16/06 Address: 5784 Glendavon Loop Builder: Truberry Group Plans for the above referenced Lot have been reviewed by the Sallantrae Architectural Review Committee for compliance with: ¦ Architectural Diversity Standard ¦ Exterior Materials Usage ¦ Front Yard Set Back Requirements ¦ Site Plan Requirements Plans are approved as submitted for the above referenced elements. ¦ No F rlher Approvals Required ? Additional Approvals Required as Follows: Approval Certifie y: '9 Charles P. Driscoll, Member Plans reviewed by Architectural Review Committee memb ¦ Deborah Rurik-Goodwin, Edwards Golf Commundes, ZZC ¦ Gerry Bird, Ambiteet, Bird Houk and Associates ? Peter Edwards, Eduw-ds Golf Communities, ,LxC O Kerry Reed, Lan&cape Architect, Myers Sebmolenberger ¦ Cbarles P. Driscoll, Fduwds Golf Communities, ZY-C 0 Micbael Fite, landscape Amcbitecs,,bird Honk & Associates O Brim Kent Jones, Ambirect 11/17/2006 FRI 11:03 [JOB NO. 51911 2002 JUL-20-2006 THU 10:39 AM P.0`02/0 4 From: John W Eam To: Jahn . Date: 7/19106 Time: 12:36:15 PM F*p 1 Name Welch Residence REZCALC Address Lot 504 RESIDENTIAL BLOCK LOAD ESTIMATE Dese, 2-Story I DESIGN CONDITIONS Outdoor: Summer DBIWB Winter Inside, Summer RH Winter Range Swap 95 / 73 0 75 50% 72 24 3.OF j iI GLASS* & Dirr Type DOORS Glass Panes Frame Shade Ovr. C-F H-F SO FT C-Load H- Aad I SW Window Clear 2 Metal None 0" 63.00 50.80 495.0 31,185 25,145 SW Entry Door Wood 0" 31.50 19.30 42.0 1,323 810 WALLS Dir Frame R Shade Ovr. l 1 SW Wood 19 None 0" 1.42 4.20 3,213.0 4,562 13,494 ~I ROOFICEILING Oescriptlon R ! i Ceiling under vented atdo 30 1.50 2.31 2,413.0 3,619 5,574 i FLOOR Description Cover Ceiling Below R i Basement floor > 2fL below grade 0.00 1.70 1,671.0 0 2,840 ~I Floor over enclosed crawlepeoe Carpeted No 6 0.00 3.33 120.0 0 399 COOLING LOAD SUMMARY COOUNO HEATING LOAD SUMMARY HEATING I BTUH BTUH SUBTOTAL. (All C-LOADS) 40,689 SUBTOTAL (All H-LOADS) 48,263 x SWING MULT. 1.00 + INFIL. & VENT. CFM x 77 900 69,300 x DUCT MULT. 1.20 =SUBTOTAL 117,563 ! x SUMMER CLIMATE MULT. 1.00 x DUCT MULT. 1.25 = SUBTOTAL 48,826 x WINTER CLIMATE MULT. 1.03 . , + # PEOPLE x 530 6 3,180 A TOTAL. HEATING LOAD 151,362 + APPLIANCES 1,200 = SUBTOTAL (Less Outside Air Load) 53,206 + OUTSIDE AIR LOAD ! Irdli.Rvent. cfm x bad (dM) 729 x 37 26,973 AIR QUANTITY (C I: M) =TOTAL COOLING LOAD 80,179 COOLING OR HP CFM - # PEOPLE x 230 6 1,380 setwNe cod. load / cooling CFM factor 24.60 2,758 i - OUTSIDE AIR LATENT LOAD FURNACE CFM l InfllA nt cfm x latent bad (clm) 729 x 15 10,935 totsi heafto load /heating CFM factor 49,00 3,089 LATENT COOLING LOAD 12,315 COOLING SENSIBLE HEAT FACTOR i SENSIBLE COOLING LOAD 67,864 sensible cool. bad /total cooling load 0.8464 jl ,I i ll BRYANT-HABSEGER t Printed by: JOHN WILLIAMS Filename: Page 1 7/19/2006 12:35 Version 2.01 ~I 07/20/2006 THU 11.-15 [JOB NO. 68181 0002 FROM :wcstewart FAX NO. :7403928526 Jul. 24 2006 02:06PM P2 Load Calculations Prepared by Stewart Custom Electric Lot # 504 Ballantme Basement Sq. ft. 1,671 First Floor Sq. ft. 1,698 Second Floor Sq. ft. 1,842 Bonus Room Sq. ft. 1,149 Garage Sq. ft. 767 Total Sq. ft. 7,127 Quantity Watts Va Square Foot 7,127 3 21,381 Small appliance load 2 1,500 3,000 3' low _i__ _ 11500 _ 1,500 Range 5,500 Range top 1 5,500 5,500 Oven 1 5,500 5,500 Dryer 1 5,500 5,500 Waxer beater 5,500 Dishwasher 1 1,500 1,500 Disposal 1 1,500 1,500 Refirigerator 1 1,500 1,500 Microwave 1 1,500 1,500 Whirlpool 1 1,500 1,500 Central vac 1,500 Total above 49,881 First 10 kVa at 100'/0 1000/. 10,000 1%000 Remainder at 40'/0 40% 39,881 15,952 Total 25,952 Air conditioner 2 81000 16,000 Total 41,952 Calculated service amp 240 Volts 175 Amps 07/26/2006 NON 14:08 (JOB NO. 68701 0002 08/31/2006 13:29 6142631019 PAGE 20/25 i Permit Number REScheek Compliance Certificate Cbecked By/Datc 2003 IECC REScheck Sofware Version 3.6 ReJesse 2 Data filename: C:1Prograrn Files\Check\RESchees\LOT 504 BALLANTRAE.rck CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.09 DATE: 08/31/06 DATE OF PLANS: 8/30/06 PROJECT DESCRIPTION: LOT# 504 BALLANTRAE DESIGNMVCONTRACTOR: TRUBERRY GROUT' COMPLIANCE: Passes Maximum UA - 1144 Your Home UA = 902 21.2% Better Than Cale (UA) Gross Glazing Area or Cavity Cont. or Door Periuet R -Valve 1L Fador VA Ceiling 1: Flat Ceiling or Scissor Truss 2942 30.0 0.0 103 Wall 1: Wood Frame, 16" o.a 4402 13.0 0.0 325 Window 1: Other 334 0.370 124 Door 1: Solid 42 0.250 11 Door 2: Glass 63 0.370 23 Wall 2: Wood Frame, 16" o.c. 1264 19.0 010 69 Window 2: Other 112 0.370 41 Basement Wall 1: Solid Concrete or Masonry 1568 0.0 5.0 146 Wall height: 80 Depth below grade: 7.0' Insulation depth: 7.0' Floor 1: All-Wood Joist/TTuss.Over Outside Air 36 19.0 0.0 2 Floor 2: All-Wood Joist/Truss.-Over Unconditioned Space 760 19.0 0.0 36 Crawl 1: Solid Concrete or Masonry 160 0.0 5.0 22 Wall height: 4.0' Depth below grade: 3.0' 08/31/2006 THU 14:41 [JOB NO. 7694] U020 08/31/2006 13:29 6142631019 PAGE 21/25 Insulation depth: 3.0' Furnace 1: Forced Hot Air, 90 AF'UE COMPUANCE STATEMENT: The proposed building design described here is consistent with the building plans, spe6feations, and othar calculations submitted wmitb the permit application. The proposed building has been designed to moot the 2003 IECC rcquiranents in REScheck Version 3.6 Release 2 (brmerly MECeheak) and to comply with the mandatory requirements listed in the REScha* Inspection Checklist. BuiIdadDes1 n Date 08/31/2006 THU 14:41 (JOB NO. 76941 1J021 08/31/2006 13:29 6142631019 PAGE 22/25 REScheek Inspection Checklist 2003 IECC REScheck Sofware Version 3.6 Release 2 DATE: 08/31/06 Bldg. I Dept. Usc j j j Ceilings: [ I I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation I Comments: I j Above-Grade Walls: [ j I 1. Wall l: Wood Frame, 16" o.c., R-13.0 cavity insulation j Comments: [ I I 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation I Comments: Basement Walls: I . Basement Wall 1: Solid Concrete or Masonry, 8.0' bt/7.0' bg/7.0' insul, I R-5.0 continuous insulation I Comments: j Exterior insulation must have a rigid, opaque, weathc r resistant pnotcctivc covering that I covers the exposed (above-grade) insulation and extends at least 6 in. blow grade. I I Windows: j ] I I. Window 1: Other U -factor 0.370 I For windows without labeled U-Tacxors, describe features: I # Panes Framc Type Thermal Break? [ ] Ycs [ ] No j Comments: [ ] I 2. Window 2; Other, U-motor. 0.370 j For windows without labeled U factors, describe features: I # Panes Frame Type Thermal Break? [ J Yes [ ] No j Connnc nts: _ I I Doors: [ I I I. Door 1: Solid, U-factor. 0.250 Comments: [ ] I 2. Door 2: Glass, U-factor. 0.370 I Commcnts• _ I Floors: [ j I 1. Floor 1: All-Wood Joist/Truss:0viz Outside Air, R-19.0 cavity insulation I Comments- [ ] j 2. Floor 2: All Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation I Comments: _ I Crawl Spice Wails: [ 7 i 1. Crawl 1: Solid Concrete: or Masonry, 4.0' ht/3.0' bg/3.0' insul, 08/31/2006 THU 14:41 (JOB NO. 76941 U022 08/31/2006 13:29 6142631019 PAGE 23/25 I R-5.0 continuous insulation Comments: I Applies to walls ofunvendlated c-awl spaces. Exterior insulation must have a rijid, opaque.. weather-resistant protective covering that I covers the exposed (abovegrade) insulation and extends at least 6 in. below grade. 1 I Keating and Cooling Equipment: I l I I . Furnace 1: Forced Hot Air, 90 AFiJF.. or higher Make and Model Number I I Air Leakage: [ J I Joints, penetrations, and all other such openings in the building envelope that arc sources ofair I leakage must be sealed. ] I Recessed lights must be 1) Type JC rate, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from, combustible materials. Ifnon IC rated, the fixture: must be installed with a I 3" clearmcc from insulation. I I Skylights: j ] I Minimum insulation requirement for skylight sha#s equal to or greater than 12 inches is R-19. f I Vapor Retarder: [ ] ( Required on the watt-in-winter side of all non-vented framed ceilings, walls, and 8oors_ I Materials Identification: j ] I Materials and equipment must be installed in accordance with the manufacturers installation instructions. [ ] I Materials and evipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals br all installed heating and cooling equipment and service water heating equipment must be provided. [ J I Insulation R-values, glazing U factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. I I Duct Insulation: [ J I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. j ] I 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 (crcept basements) must be insulated to R-2, [ ] I Where exterior walls are used as plenums, the wall must be insulated to R-8. I insulation is not required on return duct, in basements. I Duct Construction: [ ] I Duct connections to 9anges ofair distribution system equipment must be scaled and mechanically fastened.. [ ] I All joints, scams, and aonmctions must be securely f stened with welds, gaskas, mastics (adhcsives~ I mastic-plus-embedded-fabric, or tapes. Tapes and mastics must berated UL 181A or UL 181x. I F-weption. Continuously welded and locking-type longitudinal joints and scams on ducts I operating at less than 2 in. w.g. (500 Pei. [ J I The HVAC system must provide a means for balancing air and water systems. I rcroperatum Controls: [ ] I Thermostats are required for each separate. HVAC system. A manual or automatic mcans to I partially restrict or shut of the heating and/or cooling input to each Zane or floor shall be providod. I I Service Water Keating: 08/31/2006 TBV 14,41 [JOB NO. 7694] U023 08/31/2006 13:29 6142631019 PAGE 24/25 • [ ] Water heaters with vertical pipe risen; must have a hest ttv on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Tab1c 1. Swimming Pools: [ ] I All heated swimming pools must have an on/o$heater switch and require a cover, unless over 201/6 ofthc heating energy is from non-depletable sources- Pool pumps raluim a time clock. I Heating and Cooling Piping Insulatlon: [ ] HVAC piping conveying fluids above 105 IF or chilled fluids below 55 IF must be insulated to the levels in Table 2. 08/31/2006 THU 14r 41 [JOB NO. 7694] J0024 08/31/2006 13:29 6142631019 PAGE 25/25 Table I: Minimum Insulation Thickness for Circulating Hot Watd• Pipes. Insulation .Th.icimess in. Indies by Pine Sites Heated Water Non-GjMla i _ Run= i dating Mans Sad R Un L c Temnamture f F1 I to l" Up to 1.25" 1s" 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 IIVAC Pipes. Fluid *remp. TmWaCiAn Thidmesv s in Incbes by Pine Suer EjWc sxfi em Tye :j 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Beating Systems Low P=ssurdTemperat= 201-2.0 1.0 1.5 1.5 2.0 Low Temperature 106-2G0 0.5 1.0 1.0 1.5 Steam Condensate (for food water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refigerant, 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 Dgxatment Use Only) 08131/2006 THU 14:41 (JOB NO. 7694] IM025 FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW ~P PERMIT # OV/ SUBDIVISION NAME ICJR~!~t IT_CL' S~ BUILDER'S NAME he-rr PPBA E-lf 0- 1 SECTION # CO LOT # d CONTACT PERSON !Y CURRENT ZONING P TELEPHONE # 6-S- PLAT RECORDED ow ~OZoZ $NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ~ ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee PaidApproved/NA ? Disapproved i Subdivision, Section and Lot Number Shown pproved/NA ? Disapproved Street Name and R/W Dimensions Shown pproved/NA ? Disapproved Scale and North Arrow Shown XApproved/NA ? Disapproved Property Line Bearings and Distances Shown pproved/NA ? Disapproved Building Lines Shown and Dimensioned Approved/NA ? Disapproved' All Easements Shown and Dimensioned *'Approved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned Zpproved/NA ? Disapproved Front Setback Confirmed or per Recorded Plat (Minimum Approved/NA ? Disapproved i Side Yards Verified (Minimum Comb lJ MDBS ) Approved/NA ? Disapproved i Rear Yard Confirmed or per Recorded Plat (Minimum 0,25 ) P4Approved/NA ? Disapproved C Lot Frontage Confirmed or per Recorded Plat (Minimum ? Approved/NA 0 Disapproved Q Recorded Plat Information Verified by VCe Date ~Approved/NA ? Disapproved r~ Building Footprint Shown and Dimensioned X Approved/NA 0 Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) Approved/NA 0 Disapproved Bay Windows, Cantilevered Portions of Buildings Shown -VApproved/NA ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ? Approvelo 0 Disapproved Air Conditioning Units Shown ~proved/NA ? Disapproved Accessory Structures Shown and Dimensioned 0 Approve 0 Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) 0 Approve 0 Disapproved No Encroachments Shown P4pproved/NA 0 Disapproved Driveway Shown and Dimensioned per Code Section 153.210 VVproved/NA d/NA 0 Disapproved Sidewalks Required ~ Shown ? Disapproved Tree Protection Required Shown d/NA 0 Disapproved Street Trees Required Shown ;Approved/NA 0 Disapproved Minimum Caliper 2'/x-Inch 0 Approved/NA ? Disapproved Trees R ire on All Street Frontages Shown Yard~ oP' t Frontage or Greater - Mi imum 3 Yard Trees Required Approved/NA ? Disapproved 90 6~::- Less T an 9 Fro ge - Minimum Minimum 2 Yard Trees Required ? Approved/NA 0 Disapproved Minimum Caliper 2%:-Inch ? Approved/NA 0 Disapproved Distance From Side Property Line Minimum 7 Foot 0 Approved/NA 0 Disapproved Located Within the Minimum Front Setback ? Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation 048cp-proved/NA ? Disapproved Chimney Extends Beyond the Eave Line / Ppproved/NA ? Disapproved Required Material - Brick Stone ? Stucco JZ~Approved/NA ? Disapproved Foundation Material - Two Materials Maxipium Stone Decorative Block Approved/NA ? Disapproved Side- oad G age Shown (xempt from Street-Facing Garage Requirements) ? Approved/NA ? Disapproved OR Street-Faci arage Requirements -(IF Less than 60° to the Front Property Line) - &Od Door O enin Maxis um Width Sizes Any One Garage D or Opening - Maximum 18 Feet ? Approved/NA ? Disapproved Combined Garage oor Openings - Maximum 26 Feet ? Approved/NA ? Disapproved Any Garage Door - Maximum Height 9 Feet ? Approved/NA ? Disapproved Percentage of Gara Door enin Width to the Overall Linear Distance of the Front Elevation (A Detached Street-F cing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening To aling Two or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved Door Opening T aling Three Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved Projection From A acent Vertical Wall Plane of the Home - Garage Door Ope ing Totaling Two or Less Car Widths - Maximum 12 Feet 0 Approved/NA ? Disapproved Garage Door Open g Totaling Three Car Widths -Maximum 10 Feet ? Approved/NA ? Disapproved Required Projection ween Doors - Minimum 16 Inches Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited kNpproved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NA ? Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color ? Approved/NA ? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 Approved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year Approved/NA ? Disapproved Metal Slate Tile Wood ? Approved/NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles XApproved/NA ? Disapproved Minimum Weight 240 Lbs/Square ~Approved/NA ? Disapproved Exposure Length - Maximum 5%-Inch lokpproved/NA ? Disapproved Color - ? Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches ~Approved/NA ? Disapproved Water Table - On Front Elevation A pproved/NA ? Disapproved K Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year p ved/NA ? Disapproved Three Materials Maximum per Major Facade pproved/NA proved Brick Cultured Stone Fibrous Cement Glass Block Stone Stucc Vinyl** Wood Boar Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Comer P proved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 31/2-Inch Wide Corner Trim Boards proved/NA ? Disapproved 2 proved/NA ? Disapproved Windows - Trim OR Shutters Required p A Trim Minimum Width 3'h-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND Approved/NA 0 Disapproved Each Street-Facing Elevation Requires Three Design-Elements pproved/NA 0 Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND pproved/NA 0 Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND pproved/NA 0 Disapproved At Least One Design-Element 9 Feet Above First Floor. Approved/NA 0 Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name &.U, Tr5V_y_'. Approved/NA 0 Disapproved tioT 605--o1-. at( outjeV- cvl S~AgrQ BUILDING PERMIT pproved 0 Disapproved COMMENTS: REVIEWED BY Lc--- DATE 6 T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 VW wo,.W& VISO PO .BAT ~~-13-btu E- D - - SXTECTU"L W F0 RECEIV ARC Nov 13 2006 RATE: ~°rd Houk LOT NUM M ADDRESS: ii~JP¢ ao,~t-4,fy l'j HOUSE TYPE: INC9 nX44"t/A - ELEVATION: GARAGE: 2 Car 3 Car GARAGE LOCATION: Left > ! Sideload Frontload CourfYard WALE`OU'I' BASEMENT: Yes No SQUARE YOOTAGE OF J n EAM ADEA:. _41(2 V s ManCr£acturac ~ 0- t i.~ _Color Fivh-n-F Finish 1!* t1•~~(-- Type w ows: FRONT ELEVAnON / PRIMARY T REATMENT: S"Nug EX1MOR MATERIALS: Wide Yes No~ Fnnt Sides Rear Manufaotiu~er C _t~ Color -U0 CAN store: Yes~Z No Front,. ddese Rear- Xi~=Mhc taro -gA s5I Color I cc4 covr~2 F& Color y:22.7e- Stucco: Yes No Pant v- Sidw hear > wood Siding: Yes ' No _-A Frmt _ Sides Scan' Stain Color Wood Color: Stain Color MeP.,W,"IV - Gc:Afl Gutters: Color !'tF.F~r3v r ? Sbfi*05: Manufactomer Line: (.~.?+i? ter' _ Color t wcn shutter Color Garage Door. Stain Paint Color ~Cu", they Cbm. material manuf mum Color o Attach two plot plum/site plan showing: proposed elevations (Snished floor, pad, lot corners); slide and rear yard dimensions with setbacks; walks, drives, fencing, decks and vsdh proposed; easeaneuts and flood routitx& 0 Attach one set of &us (11 X 17 size preferred) to Edwards Golf Communities and one set to Bird-Houk & Associates with Sx50 review fee (6375 Riverside Dr. Suite 100, Dablin,.OH 43017) SUB1VoTTED B'Y: ~rA tzic_._ y~gj. ~ DA'Z'E SUB : ADDRESS: 9911- A ,Edl .?t'.~t~~ e~ PHONE: i o>g 4308 Z DEVELOPER USE ONLY DATE RECEIVED- DEVELOPER APPROVAL:, Gxanted: Yes No „ Date APPROVED BY: LANDMARK SURVEY GROUP9 ~NCORPDRA7ED 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 2638-06-c DATE: 5/5/06 FOR TRUBERRY GROUP HOUSE STYLE CUSTOM LOT/SUBDIVISION 504 BALLANTRAE SECTION 6 PART 1 CITY/TWP OF DUBLIN ADDRESS GLENDAVON LOOP SCALE 1 30' DRAWN BY: BKG P. B. 108 PAGE 91-92 MINIMUMS: R: 25' (30' GOLF COURSE) S: 7' SIDE 15' TOTAL CATCH BASIN TC=937.0 27" STM. 100.00 ~r 937.0 938.2 25' NO BUILD ZONE 20' ESMT. co to N - I ~ LOT 504 9'x3' CONC 5. ' °o .17 .3 A 942 3 D 942 7.17 2 O 'x8.33' 16.67 ° 14.67' WINDOW w a 15.84' ~ I 938.8 V) V) RESIDENCE LOT 505 939'0 0 l a FF=944.5 o 'c-4 to TOB=943.3 BASE=935.2 0 LOT 503 17.84' 0 10.36' o a 20.63' 942.3 ^O 00 16'917ry a~ PROPOSED DRIVE 942`;90 941.8 25' BBL 940.9 939.7 II L - - - II °o a a SAN. SERV. r- N 20' ESMT. N Nvi TAMP T 940.6 2' SIDEWA K E - - 940.1 - - - - 940.4 4 WALK 100.2 8" W/L WATER TAP 940.25 f B/C 939.81 CURB INLET MAJOR FLOOD ROUTE - °o _ TC=939.81 LENDAVON LOOP 50 G EOS=931.9 ``~~I11~111/~,~ NOTE: BUILDER TO MAINTAIN EROSION CONTROL NOTE: WATER SERVICE SIZE - THIS PROPERTY IS LOCATED IN \ SCOTT = D. FLOOD ZONE X GRUNDEI - WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS COMMUNITY 39049C = PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA s, S-8047 O OBTAINED FROM ENGINEERED SUBDIVISION PLANS. THIS PLOT PLAN IS USEFOF THE PLOT PLAN T BE BY THE SOLE PURPOSE OF PANEI, 01086 EFF. DATA 8/2/1995 :~~~:'•~F~ISTER~~'' PERMIT.THETHECLIENT SS/ONAL USE IS STRICTLY PROHIBITED. REVISIONS DESCRIPTION 8/29/06 FOUNDATION CHANGE 9/19/06 FOUNDATION CHANGE ADD MISC ~z' 9/19/06 SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 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 . . . . . 06-00201765 Date 12/11/06 Property Address . . . . . . 5784 GLENDAVON LP Parcel Number . . . . . . . . 274-001250 Alternate Address . . . . . . BALLANTRAE 6-1 #504 Tenant nbr, name . . . . . . SQ FT 7011 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Truberry Group Inc. Contractor . . . . . . . . . TRUBERRY GROUP INC., THE Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 660.00 Plan Check Fee .00 Issue Date . . . . 1--~) 2~ -OA Valuation . . . . 0 Expiration Date . . 6/09/07 Qty Unit Charge Per Extension BASE FEE 140.00 13.00 40.0000 RES BLDG PLAN REVIEW 520.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 310.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/09/07 Qty Unit Charge Per Extension BASE FEE 50.00 13.00 20.0000 RES HVAC 260.00 Permit . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee 170.00 Plan Check Fee .00 Issue Date . . Valuation . . . . 0 Expiration Date 6/09/07 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 10.0000 RES ELECTRICAL LOW VOLTAGE 130.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 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 . . . . . 06-00201765 Date 12/11/06 Expiration Date . . 6/09/07 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 . 6/09/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 06-00201765 Date 12/11/06 Other Fees . . . . . . . . . RES BLDG INSPECTION 540.00 RES CERTIFICATE OF OCC 20.00 SEWER DUBLIN 1800.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 110.00 Fee summary Charged Paid` Credited Due Permit Fee Total 2810.00 .00 .00 2810.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5514.00 .00 .00 5514.00 Grand Total 8324.00 .00 .00 8324.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No.64n -?b 17 (i S co m a ~ ~ m Date Reviewed_ //-Z24?-0(P E E c a Plan Reviewer's Comments & Notes Reviewed By o o Z d a Q U ~ 'a o Approved Disapproved in 10 E 0 z c ~ OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads ? Houses over 3, 000 Sq. Ft. Ordinance Stair Risers & Treads ? 73/4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 R303.1 Light & Ventilation Schedules ? Schedules Required on Plans; houses, additions and sunrooms R306 Sanitation - Fixture Clearance R307 ? Figure 307.2 R308 Required Safety Glazing R309 Attached Garage Fire Separation 1318" s.c.. or 20 min. door and 518" gyp. Bd. Type x" on all common walls per City Ordinance R310 Bedroom Emergency Egress 15.7 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 oe Bath 24-x 6'8", habitable space 216"x 6'87(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection ? 112" gyp. Bd. Type X" R313 Smoke Detector Locations Bsmt.lhallway/bedrooms wired to prime e/ectriclbattery -011 1 pack - up/rnterconnected 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 @ 67oc;7" info masonry& concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements / houses and additions R405 Foundation drainage systems foe R406 Damproofing or waterproofing ? R502.3 Floor joist(s) allowable spans pe Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing ? 1 112' for wood & steel/ 3' for masonry & concrete R502.11.4 : Floor Trusses Engineered design required at Frame Inspection .I PLAN REVIEW CHECKLIST _ -o :o . a a R m h V M d E 0 w a Plan Reviewer's Comments & Notes CD a Q U N V 'O -0 0 H Z N ~ C ~ R503 Floor sheathing R(506 402.2) Concrete floors on ground R602 Wood wall framing R602.7 Headers ? Tables 502.5(1) & R502.5(2) R602.10 Wall bracing lie R603 Steel wall framing R703.7 Masonry veneer ? Table 703.4 R802 Wood roof framing Show truss profiles on roof plan R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans R802.10 Roof trusses ? Stamped engineered roof trusses required at framing inspection R807.1 Attic access 22" x 30- R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys ? Spark arrestor with rain cap R1003 Masonry fireplaces Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces ,i R1005 Exterior air supply M1701 Combustion air / 50 cubic per 1,000 btu/h R602.3.1 Stud size & spacing Table R602.3.1(2) Front & Back Form Revised 04/12105 APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMrr NUMBERf 1j _~j RECEIVED lO Issued in Ohio Under Authority of C, j" CI 1` DtJQ L LA-) 0 NOV 2 8 2006 0 Auditors Taxing District Parcel Number >a 16'x, BUILDING DIVISION Address of Property J ` ON. CITY OFDUBLIN`: C6 0 p" Subdivision 19A LLB T IZAG Lot 9z 1-4 Applicant's Name: t~ I P~k_ Phone Number: (G I cG Email Address: kt rketv_tbe.rrj. -CAD", Fax Number: Owner's Name: `TR-UP.x-FH DWI? Phone Number: trI5 Address: a Designer's Name: At Phone Number: 4~ I 4ce. ~ 1zK . ` ~ 4),2q 4 egg Q Address: &-am L 4 C JIVA KA N,. M LQ- T_-r Builder's Name: `t4 P Phone Number: Cwt_: Address: r-39q (`R ®64te~ ~ 3p~Z. Builder's ID: Type of Improvement: /V ? ~'~f'jz,, C~~1rU fv Improvement Cost: 9 16, Q Number of Bedrooms:; 4. Heating Fuel: /VATU - Number of Gas Appliances per Unit: Number of Baths: 3 19*, Sewage Disposal: Garage ATTA-C 1 Building Height: Water Supply: PAS} L C C , Number Car Garage: a Building Zoning Unfinished Basement j, & 7 / Lot Area 1 ",1 Finished Basement ? S Total % Occupied by Structure lO Lower Level t ° Front Setback a. 1 st Floor (;,q / G 3 t . <v 2nd Floor Rear Setback 39115% a 3rd Floor Right Setback (S . re Other Left Setback 7 . Sy 4 Garage -7 17r 7 Lot Width at Building Line t 0d • T 3 Deck/Screened In Porch Zoning District Gross Square Feet --oo / _ Building Area at Ground Level ""M 4W Existing Use of Property U I3Vt~1 - Living Area 2*~j Flood Plain r ; Yes No TU owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted .'v. to herewith, and certify that the information and statements given on this application, drawings and specifications are to the o best of their knowledge, true and correct. CL. Signature of Applic Date Received Date Received Date Received Date Approved Date Approved Date Approved O Zoning Official Plans Examiner Issuing Authority 12 BI lz RIDfE PENT STUCCO srES iz HFM-Fuqw 8 W ~ ba z Tan A ' rh w U 12 O 4 ~ tRtn see U a w aoa oo -O FIE o00 000 . a oo . a RIGHT SIDE ELEVATION 12 3116"=c-o° sraF REAR ELEVATION 3116"=11-0" OU wFMGE Wfff iz ~e 12 LA R1 - ' LS FH5Cif1 i + 4' RSOGE VENT W FRZM ' U 17 RM vprr N COMPOSITION SHINGLES 12 F A MEVE 12~ W COTE DETAU- 12 - ~12 M~ fL" rYFiaanaNS r-~I W 0 ri-1 BRItlc SAL ORY ba~ 00 14 s awpc Smi 12 Q U 21-U HM a 00 FRW nErw RooF r--~ Wiv Cut= LEFT SIDE ELEVATION OF 2 L~OCRTMM 3116-1-0 12 y~ 12l r I ffij. i ~ gRIdC SAl ARCH TRIM sopf6 aaaa aaaa aaaa Da aaaa aaaa aaaa a a aaaa aaaa aaaa 2`-C WH aaa aaa as 5 of mm SILL g V& o o ooo~ FRONT ELEVATION114^="-O" call PERMIT NUMBER: CITE' OF DUBLIN 106-,e?Ol 765 DIVISION OF ENGINEERING CM OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision; Number: 50~ Reviewer: Address: ~ e Date: .1 X2,06.06 ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan, If No, proceed with review. 2 Lot elevations match Master Grading Plan, 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review, If No, request field verification, 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path, 5 A distance is shown from the front of the garage for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. ? 6 The driveway slope is less than 8,0%, ? 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right•of--way 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 i,a located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. I I First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified), 13 Garage floor elevation is shown (not to be verified), 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. ? 15 One-foot or more clearance is sbown between basement floor slab elevation and end ofservice elevation for the sa^itary sewer lateral, 16 Location a.nd size of water service tap is shown and Jabeled, 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 water main and nearest fire hydrant are shbwn, labeled and match the approved construction drawings 19 Requited sidewalk and/or bike p0'1,71 ocation and size is shown and labeled, 20 Location and size of existing sidewawbike path along side property line is shown and labeled. ? 21 Tree lawn size is shown and labeled as 7 feet. 22 100•yearFloodplain, Floodway, and F)oodwvay+ FEMA FIRM Map Number: 3 d y~ 20 feet is shown and labeled Effective Date: 0 $ .02. 95 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: APPROVED Cl DISAPPROVED 17 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, ZZ~16/Z006 N;1F.nsinccringlppLIGY1ENGPOtA 19.doc = ~ w r~~ = _ _ ff oo i Y1T1' I1~ ~ u ~V~ ~ , _ _ - ~ ~ M _ - _ 1"7 171, r], , 00 ~ !fir ~r ~~l~~fr~`}Y~l~ _ i i _ r~_l' it _ ~l ~l' ~ _ ~ _ ~ W , _ i ~7[. i- i _ _ ] T ~ ~ ` ~ ~W V aaaa aaaa aaaa aaaa aaaa aaaa ~0 aaaa aaaa aaa ~ o ~ r ~ ~~:r,~~~ ~Y~~~r~ aaa # aaa aaa ~ 7~F~~~x~. r~r~F~~_~~ F Q FRONT ELEVATION ~ 0 N GENERAL NOTES JELD WEN VINYL SINGLE HUNG WINDOW S CHEDULE ~ STRUCTURAL MEMBERS ARE BASED ON THE FOLLOWING DESIGN CRITERIA: Roor ROOM WINDOW GLAZING TOTAL REQUIRED EGRESS EGRESS CLERK REQUIRD ACTUAL ~40 LBS PER S .FOOT LIVE LOAD ALL LIVING AS WINDOW LOCATION S0. F Q ARE TION S0. FT. QUANITY SIZE TEMPERED PER UNIT GLAZING GLAZING WIDTH HGT. OPENING VENT VENT 10 LBS PER SQUARE FOOT DEAD LOAD ALL LIVING AREAS ~40 LBS PER SQUARE FOOT STAIRS STUDY 143 143 1 3060 NO 14.46 14.46 11.44 32.75" 312" 7.09' 5.72 7.09' +60 LBS PER SQUARE FOOT LIVE LOAD EXTERIOR BALCONYS 25 LBS PER SQ. FT ROOF LIVE LOAD DINING ROOM 199 1M 199 2 3060 NO 14.46 38.52 15.92 32.75 312 7.09 7.96 14.18 10 LBS PER SQUARE FOOT ROOF DEAD LOAD 20 LBS PER SQ. FOOT LIVE LOAD CEILING JOISTS 3 2020 NO 3.2 N/A N/A N/A FIXED - 80MPH BASIC WIND SPEED WEATHERING -SEVERE GREAT ROOM 378 M 378 3 306D NO 14.46 100.38 3024 32.75" 312" 7.09' 15.12 2127 TERMITE -YES IDECAY -YES 3 3030 NO 72 N/R N/R N/R FIXED ~SEISMIC -ZONE 1 TT?L 'WINTER DESIGN TEMP - 3 deg F 3 F 0 Ep NO 12.0 - - N/R N/R N/R a ;2000LBS PER SQ. FT. ASSUMED SOIL BEARING CAPACITY ~o~o 14Pf' KITCHENlGATHERING 376 =RING 376 1 9068 YES 37.35 61.01 30.D8 28.00" 78.0" 15.56' 15.04 27.02 "l SLGLDR STRIP FOOTINGS ARE lb" WIDE X 8" TALL, UNLESS NOTED OTHERWISE 2 3050 NO 11.83 32.75" 252" 5,73 COLUMN FOOTINGS ARE 30"X30"X 12" DEEP UNLESS NOTED OTHERWISE ALL STRUCTURAL HEADERS ARE 2.2X6'#2 SPF ESS NOTED OTHERWISE , . , , UNL MRSTER BEDROOM 255 'QOM 255 2 3060 NO 14.46 38.52 20.4 32.75" 312" 7,09' 102 14.18 FLOOR JOISTS ARE 11718': DEEP I-JOISTS AT 1b?' O/ UNLESS NOTED OTHERWISE 3 2020 NO 32 N/R N/A N/A - X30 SERIES TJI/PRO SERIES AS MANUFACTURED BY TRUSJOIST FIXED EXTERIOR WALLS ARE BRACED WITH 7/lb" OSB STRUCTURAL SHEATHING BEDROOM 2 217 ? 217 3 3050 NO 11.83 35,49 17,36 32.75" 25.2" 5.73' 8.68 17.19 ALL SURFACES. NONON-STRUCTURAL FOAM SHEATHING IS USED. BEDROOM 3 183 3 183 3 3050 NO 11.83 35.49 14.64 32.75" 252" 5.73' 7.32 17.19 BEAMS ARE MICROLAM 1.9Ea BY TRUSJOIST OR TIMBERSTRAND 1.7E BY TRUSJOIST AS INDICATED ON PLANS ~ BEDROOM 4 182 1 182 1 3050 NO iL831 11.83 14,56 32.75" 252" 5.73' 728 5.73 BONUS ROOM 494 M 494 4 3040 NO 9.46 37.84 39.5 ~ 32,75"' 192" 4.36 19.76 17,44 CONCRETE SLABS IN BASEMENTS SHALL BE 2500 PSI. CONCRETE SLABS IN GARAGE ~ PROVIDE LIGHT FIXTURE SHALL BE 3500 PSI, AIR ENTRAINED CONCRETE OVER VAPOR BARRIER, OVER BASE HT FIXTURE CAPABLE OF PROVIDING 6 FOOT CANDLES AT 30" ABOVE FINISHED FLOOR COURSE, & A MINIMUM 3112" THICK W/MINIMUM 4" GRAVEL BASE. PROVIDE 6" FRESH AIR ' FRESH AIR TO FURNACE i G'~UARDRAILS SHALL HAVE A HEIGHT OF 36" AT ALL STAIRS & ALL RAISED SURFACES MORE THAN 34" ABOVE ADJACENT GRADE OR FLOOR LEVEL. SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE. HANDRAILS SHALL BE BETWEEN 34" AND 38" TALL, MEASURED VERTICALLY FROM THE NOSING OF THE TlltEAD. HANDRAILS SHALL NOT BE SPACED LESS THAN 1112" FROM THE WALL, OR ANY OBSTRUCTION. T)<-I-IE HANDGRIP PORTION OF THE RAIL SHALL NOT BE MORE THAN 2114" IN CROSS SECTION QR EQUAVALENT L~ ~ GiRIPING SURFACE SHALL BE PROVIDED. ATTIC ACCESS OF 22"X30" MINIMUM SHALL BE PROVIDED TO ALL ATTIC SPACES OVER 30" IN HEIGHT FI[RESTOPPING SHALL BE PROVIDED AS TO NOT ALLOW DRAFT OPENINGS BETWEEN STORIES OR BETWEEN T1HE TOP STORY AND THE ATTIC LIST 0 C',HIMNEYS SHALL EXTENT AT LEAST 2'-0" ABOVE ANY PORTION OF THE ROOF, WITHIN 10'-p",BUT SHALL LIST OF DRA LIGHT & VENTILATION ~ WINGS RLL HABITABLE ROOMS SHALL BE PROVIDED WITH RN NOT BE LESS THAN 3'-0" ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. AGGREGATE GLAZING AREA NOT LESS THAN 8 PERCENT 1 l 1 COVER SHEET OF THE FLOOR AREA OF SUCH ROOM5. FRESH AIR SMOKE DETECTORS SHALL BE INSTALLED ON EACH FLOOR, OUTSIDE EACH SLEEPING AREA AND IN EACH 2 ~ 2 FOUNDATION PLAN SHALL BE PROVIDED RT THE RATE OF 4 PERCENT OF THE FLOOR RRER, UNLESS NOTED OTHERWISE. ~ SLEEPING ROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED WITH 1 lOV AC AND HAVE $ATTERY 3 ~ 3 FIRST FLOOR PLAN CRAWL SPACE VENTILATION. IF APPLICABLE SHALL BE BACK-UP. 4 A,LL BATHROOM EXHAUST FANS TO VENT DIRECTLY TO OUTSIDE AIR ~ 4 SECOND FLOOR PLAN PROVIDED BY MECHCANICAL MEANS AT THE RATE OF AZL CLOTHES DRY EXHAUSTS TO VENT TO THE OUTSIDE ~ 5 1.0 CFM FOR EACH 100 SQUARE FEET OF CRAWL SPACE. 5 ELEVATIONS 0 GFI OUTLETS TO BE INSTALLED IN ALL AREAS REQUIRED BY NEC 210-8 ~ ANY WINDOW WITH A SILL HEIGHT OF LESS THAN 5'-0" THAT IS WITHIN 2'-0" OF A D00 IN THE CLOSED b 6 SECTIONS & DETAILS ATTIC VENTILATION SHALL BE PROVIDED AT A RATE OF 1 POSITION SHALL BE TEMPERED. ALL SHOWER ENCLOSURES AND WINDOWS IN THE TUD AREA SHALL ALSO ~ ~ BIE TEMPERED GLASS 7 FIRST FLOOR FRAMING 1 SQUARE FOOT OF FREE RIR TO EACH 300 SQUARE FEET h~i OF ATTIC RRER, PROVIDED AT LEAST 50 PERCENT, BUT g c 8 SECOND FLOOR FRAMING LESS THAN 80 OF THE TOTAL. REQUIRED VENTILATION IS OPPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PROTECTED WITH A 20 MIN. RATED DOOR. 9 ~ 9 ROOF FRAMING PROVIDED IN TH UPPER THIRD OF THE ROOF. FACTORY BUILT FIREPLACE (IF INCLUDED) SHALL COMPLY WITH THE LISTINGS AND SPECIFICATIONS OF THE - MIANUFACTURER ANDIOR THE LATEST ADDITION OF NFPA 211 ATTIC VENTILATION CALCULATION HOUSE ATTIC SQ. FT. I FIINISHED GRADE SHALL SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" IN THE FIRST 10'-0" BUILDING CODE AII,L METAL FASTNERS, CONNECTORS & OTHER HARDWARE, IN DIRECT CONTACT WI PRESERVATIVE TREATED LUMBER RESIDENTIAL, CODE OF OHIO AVERAGE SQ. FT. OF SOFFIT VENT For One. TwoandThree-Family Dwellings PER LINEAR FOOT OF SOFFIT .067 SHALL BE STAINLESS STEEL (TYPE 304 OR 316) OR BE GALVANIZED COMPLYING W! ASTM A123 (CONNECTORS) AND For A1153 (FASTNERS) CLASS D STANDARDS FOR FASTNERS & HARDWARE. CONNECTORS & FASTNERS MUST BE OF THE SAME 2004 2004 EDITION MlATERIAL TORESIST ELECTRO-GALVANIC ACTION. WIT WITH CITY OF DUBLIN AMMENDMENTS AVERAGE SQ. FT. OF FREE AIR PER LINEAR FT. OF RIDGE VENT ,125 DUBLI MME ME N A ND NTS T'HE GARAGE AND RESIDENCE AND ATTIC SHALL BE SEPERATED BY 518" TYPE X GYP. BD. SQUARE FOOTAGE SQ. FT. OF ATTIC x .0034 (1/3001 =REQUIRED ATTIC VENTILATION DOOR TO BE 20 MINUTE FIRE RATED BETWEEN GARAGE & HOUSE. FIRST FLOOR -1693 SQ.FT, .OD34 12.12 MASTER BEDROOM LEVEL - S78 SQ.FT. LIN. FT. OF RIDGE VENT x ,125 =ATTIC VENTILATION PRtOVIDE PASSIVE RADON MITIGATION SYSTEM- PER DUBLIN AMMENDMENTS SECOND FLOOR -1781 S .FT. CIl~JMNEY TO TERMINATE WITH SPARK ARRESTOR/CHIMMNEY CAP FINISHED BONUS ROOM - 571 S .FT, ~ .125 4.~ RIOOF TIE DOWNS TO BEPROVIDED- PER DUBLIN AMMENDMENTS TOTAL-4623 SQ.FT. LIN. FT OF SOFFIT VENT x .067 = ATTIC VENTILATION 3 CAR GARAGE • 117 SQ.FT. ~ 067 ~ UNFINISHED BASEMENT - 1671 SQ.FT. CRAWL • 146 SQ,FT. RIDGE VENT RIR + SOFFIT VENT RIR =TOTAL VENTILATION PROVIDED 1 O~ Q PORCH -133 SQ. FT. 1 7 4~ t S ~ 19.$ i dG-20t76,S- THESE DRAWINGS HAVE APPROVED PLANS MUST BE ON THES BEE SITE FOR ALL INSPECTIONS. SNA 2004 BEEN REVIEWED FOR AND SHALL COMPLY WITH THE 2004 EDITION OF THE RESI RESIDENTIAL CODE OF OHIO I II ...c.~t S4'-011 FOOTINGS WITH REINFORCING MASB STRAPS 2WQRKIMG DAYS i SHALL COMPLY WITH SECTION NOT PERMITTED BEFORB YOU DIG 250.$0 OF THE 2005 NEC. CALL TOLL FREE a~Q-362-2]64 OH10 UTIl.1TIES PROTECTION SERYICE 41.0" 44'_411 5'-8" I 1 1 1 II I II I II I 11 I II I I 2._8.. 1~_8~~ ~I 1-0" 8'-4' 2-8 2-8 9-4 2-8 13-4 2-8" 1- I ALL WOOD V~IITNIN 8" OF GRADE 0` l I L. BLK. ~ 0 0, TO BE PRESSURE TREATED , L. BLK. ~,,0 SMOKE DETECTORS REQ D PER ~ ' l I 3216 3216 3216 N r -~------------^---J-------- - - 3216 SEGTION R313 , BATTERY BACKUPREQ'D 204 RESIDENTIAL CODE OF OHIO I 1 1---------------------GL.B K------------------------------------------------------- - I GL. BLK. ; CARBON MONOXIDEREG'D ~ U1 I 1 SUMP I l 1 I SUMP i i i i pEH DUBLIN ORDINANCE I + I ~ i I I I I I I DBL 2x4 JACK w I I I I ON FOUND. TO C!1 1 I I 1 I I CRRRY HEADER &ATRACK OOR I I 1 Concrete lintels shall ALL ELECTRICAL WORK WILL BI: Z I I I + ' I 1 Bear 8° min. ea. end. TOP OF INSTALLED IN ACCORpANCE WITH l I ~ I FOUND. BELOW r I is i i TKE NATfONAL ELECTRICAL CODf:, U1 I l ~ ~ 1 I ~ I m ' 1 ~ I i m l ~ I I ~ I 1 1~ I 1 W + 1 I i I I ~ I I I I I _ - Q I I t I I I t I I I ao F„ ~ ~ ~ i ~ Pft4TECTfON AGAINST RADON 16'-0" ALL NVAC WORK SHALL BE INSTALLED ~ 1 i 1T-8" 16'-4" 1D'-4" i ~ I l I I _ ~ o PER DUSL{N ORDINANCE FRM. OPN G IN ACCORDANCE WITH THE 2004 RCO I l ~ l + ~ ~ N ~ I I x I _ I ' I ; 16~_6~~ ~ I I U 0~ I I - I 0, I I ~ I _ I 1 ~ FND.OPN'G r I I n i 40 -0 LONG , I I - - - - I I I ~~-0~~ J ~ ; RT PORCH GARAGE DOOR DETAIL T6° MINIMUM CLEAR CEILING HEIGHT I , SCALE 3/4 -1 0 REQUlREO, WITH 68 UNDER BEAMS. r____-__, TEEL BEAM 3/4 BATHR/I ~ i I I I ~ ~ DUCTS, GIRpERS, SOFFITS, ETC., PER ~JEXC~VATED 1 I i Il ii ~ i'\, //'l I I + i 4N CONC. SLRB OVER i i &~.EEPIN+G ROOMS EXIT RE4UIREMENTS DUBLIN ORDINANCE, I 1 4 GRAVEL BRSE I I MINIMUM ONE WINDOW - 5.7 NET I I II II ~i i ill 0 I I N I I I I ii ~ it vv ~ ,l i O~ l I L` 2'-0" I II ii-'~' 'I m\ Ill 0 ~ I I ° + + SQ. FT. CLEAR 24" HIGH 20"WIDE i ~ ~ i GRADE FILOOR MINIMUM 5.0 NET SQ. Fl; I l 31_711 l /r,\ it / \ Ili 9~~0 I ~ / \ { I I ' r I 1 ~ + + I I ~ ~ r---+ I t- I I it ~Ir i t- r---- J I l - - - 1 1 t I ~ I r1 i 4~_8~~ i + 3,_0„ 0, I I I i r} - - - I + 1 i I I ~ ~ - 00 I l 1 I 4" CONC. SLAB OVER - - - - - - ~ N 1 I I I ~ 8 I I r 6 MIL VRPOR BARRIER OVER _ _ _ _ + I ~ - I 1 ~ aus l I I I 4" GRAVEL BASE m I L, I ~ + I ~ m I l ~ 1 I ~ t I 4.-~~~ o i + 1 1 1 1 + i + + 2T-8 9/16" I 1 7 R I 1, ` 4._4.. + I I O,0 I I I + F'~ I:9, I i ~ ' r N I 1 I r_ 1 I ' L~ I I j r- ~ ~i d' i I i I I t ` + r-------- ` ~ ~ l I 31-711 l r I l J ~ I I N I - ~ - ~ ~ ~ I d' 1 + ~ \ ` \ V7 l - i,- ~r-------- ~ l I d~ , + (D I I I 1 I ~ ~ I I G~~O L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,R \ ~ _ _ ~ i 1 II I- II ~ ` ~ 15 -4 8 4 iv I \O, I I ~ ` ` I j ~ ` \ ~ ` ~~n~/ I ~ V I '-q~" I / ~ i I I o I I 1 , I I I R, I I l n I I I I Q ~ l 1 SEE SHEET 3 of 9 1 l I l / v l l BONUS ROOM 1 I I I , / ` 00 l I FINISHED l I VRPOR BRRRIER OVE i fl i 1 l 1 4" GRRVEL BASE BRRRF~ / ~ I 8;6 ' GRRVEL BASE ~ ~ ~ \ ~ ~ \ ~ 1 l 1 1 l 1 1 i ~ I i i l \ ~ VJ i l I I l l I / ~~00 S j 9, V./ ~ I I I I l i 1 r r....~ . J ~ ....J \ ~"1 I I I l ~ 1 I 61_411 6'-4" 4'-8" ~ I I I I I l ~ i I l I 00 / / ~ ~ / / I I I i l / / Q~~ i / I ~v p / /,g'- ~ w / /F ~ ~ F ' ` UN~XCAVATED ~ ~ ` ~ ` 4" CONC. SLAB OVER / ~ ~ ~ ~ ~ ~ ~ 4" GRAVEL BASE ` / / 0 ~ ~ ~ 35'-0" ` ~ . / / ~h ~ / ~ ~ / / ` ~ / / N ~ ` / / ~ / / ~ N / / ~c4: ` ` ~ ` / / ry'y I ~ ~ / / l/\~ ! / ` ~ ~ / / ` ~ / / ~ \ ~ \ / , / / ~ / ~ , / , J , / T \ \ / / ~L ~ `J \ , \ / , U Z 6'-0" 41'-7 11/16" 24'-6 7/8" 10'-6" LLJ 82'-8 9/16" W FOUNDATION PLAN ~ m 2b of 9 SCALE; 1/4"=1~-0~~ ~l3 COURSE BASEMENT .0 _ NOTE; ® -INDICATES NON-STANDARD HEIGHT WALLS - AS NOTED, RLL OTHER WRLLS ARE 9'-1 1/8" HIGH, 4'-0" 44'-4" 5'-8" RLL STRUCTURAL HEADERS RRE '-0" 8'-4" 35'_0" (2) S 1/2" TIMBERSTRAND -UNLESS NOTED OTHERWISE, TWIN-3050 24'_2" 3'-0" 3'-0" 4'-10" 4'-10" ALL STRUCTURRL HERDERS RRE BRSED 8" CEDRR ON #2 SPF OR EOURL, (MC19 or lessl. TIMBER COLUMNS JOIST & BEAM SIZES ARE BRSED WINDOW SEAT 3020 TRANSOM 3020 TRANSOM 2ANSOM 11 7/8" I-JOISTS BY TRUSJOIST BEAMS RRE BASED TRUSJOIST "TIMBERSTRAND" ~ ~ FLUSH HDR. ABV. i 5 SH. 3020-TRANSOM OR TRUSJOIST "MICROLAM" OR EQUAL, PER PLAN w < ~ - - - ~ (UNLESS NOTED OTHERWISE) ,I ~ iv ~ 4 0 I I i ° - 9x3- CONCRETE ~ ~ ~ I I ~ , ~ m ~ i ~RNDZN~ W~' ~ KITCHEN N ~ v' PANTRY I I ~ s'-a' w1DE ~ ~ DINING ~ i; o Q ~ ~ 24 1 ~ I I STEP i z I I;~ d ~ o ~ ~ ~ ~ ROOM : I ~ o ~X~ ; ~ ~ ~ ~ ° x= o ~ ° °m o0 i ~ X= ~ i ~ ~ 2 o o I I PIECE CROWN ~ I J ~ I FAUX WAINSCOTING ~ ~ ~ ~F(n i~ - - ~f- - - ~ ~ ~ 3 ¢ H ~ ~ " ' FRCE OF FULL ~ ~ ~ oD I Is ~ ~ I I ~i _ - ~ ~ _ HIEGHT WRLL GATHERING 6 DROPPED o N I SOFFIT I ^ ~ I I I tV - N I (VI I ~ ~ ~ 1 L~ , I N d- ~ N h m I N ~ 0 0. 6 4 ~ ~ r ~ m 42" HIGH WALL ~ U FLUSH' 18"~ LVL;SEAM' 9'-WIDE DRYWALL ARCH SIDE SIDELITE A, ~ - - 14.. 19'-WIDE DRYWALL ARCH 6'-10" 1'-11" 9'-0" 1'-0" (V ~ 14" TEMP_ ~ S;1 ~0, 8'-a" WIDE DRYWALL ~ DRYWALL SOFFIT rT~ 1D Z ~ 1'-21/2" in Q STEP 1'~, RT 7._6.. fl.F.F !r'°1 n FOYER ~o ARCH ~ ~ oo ~ATA~B ABOVE 3068 0 o in ~ ~ 2 m I PIECE CROWN 3068 m m 8602.3. l ~ H10 LINE OF LOFT SI o C00'C'1~ I in i>o m IAI. I 14 SIDELITE 14" TEMP 1'-1" m I 18'-2 7/8" HIGH 2x6 i FISH TANK ? ~ i ~ 16" 0/C WALL ~ I BY OWNER A9 0o I ~ Z T,~ ~ ~ i ~ -6" ~ Iii ~ GREAT ROOM o ~ KITCHEN CORNER DETAIL SCALE: 1/2"=1'-0" - m ~ s~ ~ m ~ ! 3 PIECE CROWN ~ ' 3 ' ~ N o in ~ ~ ~ ~ 2468 - N aus ~ ~ N WOOD 3'_'7~~ ~ ~ , STUDY - RAILING )Y o °m 4" 4'-0" m 27'-8 9/16" ~ -6 1/2" m m Z 3~_~~~ 5 6 3._6.. 11-6 1/2 LN ~ o o m in PWDR o m In , iD ~ - ° oo ~ 2868 ~ 8k9, ~xz : ~ ; ~ N ~ N m o~ ~ ~ ~ in 3 -0 in m ti ~ ~ m c~ ~ ~ ~ (V ~ ~6 0 • ~ 2 ~ ~ 1- N o0 ~ 1R/1S CONCRETE oa1o'~ ~ - ~ STEPS n , p R/1S N d' N 4'-3" ~ Vw/ O m _ o o WIC o`F~ Fq - a ~ h o o ~ r•=: , in ,,ti ~ 0 Do ~ ,r i, ~ i i of i r--~ ~~==JJ I r-i I BAR I I W I I 00 in WET I ~ I / ~ L~._J LNDRY - LNDRY ~ ' A~~ S~ sip o~.FRy ~ ~ ~ FINISHED ~ ~ r - - - , I p LAUNDRY DR LAUNDRY DR ~L~j~ ~~~~~~r ~q00 VI ~ BONUS I R- I FROM ABV. FROM RBV. ~~Q/~ ~ "80,~s/e• p0,~ S I ixi I hau L ~_y_J u rx ~ re ROOM 3~~ un um m a~ c WALLS r--I 33'-7 3/8" 4~_g~~ 10'-3 1/4" HIGH 0 0 iv m LOW CEILING 3 CAR GARAGE STORAGE in ~o o 1'-6" 6'-0" 1'-6" 1'-6" 16'-0" 1'-6" ~ ~ 1A:2 1i~,~ ~ N 0 o _ o titi N ~ O ~ O ~ L` ~ ~ 1~~, FOYER/DINING GREAT ROOM/KITCHEN tA,~ DRYWALL ARCH DRYWALL ARCH Iii 6'-0" 41'-7 11/16" 24'-6 7/8" 10'-6" 82'-8 9/16" FIRST FLOOR PLAN SCRLE; 1/4"=1'-0" 3 of 9 3/? N07E~ -INDICATES NON-STANDARD HEIGHT WALLS - AS NOTED. 4'-0" 44'_4" 1'-8" 1'-4° RLL OTHER WALLS RRE 8'-1 1/8" HIGH. ALL STRUCTURAL HERDERS ARE 11'-10" 20'-8" 11'-10" (2) 5 1/2" TIMBERSTRAND -UNLESS NOTED OTHERWISE. Q ALL STRUCTURAL HEADERS ARE BASED 1~ V a ON #2 SPF OR EQUAL, (MC19 or less), 8-s JOI5T ~ BERM SIZES RRE BASED 3050 GRESS 3050 GR 11 7/8" I-JOISTS BY TRUSJOIST 1R/1S BERMS ARE BASED TRUSJOIST "TIMBERSTRAND" ~ ATH 2468 OR TRUSJOIST "MICROLRM" OR EQUAL, PER PLAN w 14'-0" ~ 14'-0 1/2" 6 -3 ~ o i (UNLESS NOTED OTHERWISE) o w - i ~ ~ ~o t I jATTICb, i ~ ° X ~ o ~ 2468 ~ACG~S i ~ _ - W W N ~ ~__iR/1S o~ w ~ ° o ~ ~ ~ H 3 ~ ~ ~ ' ~ ~ m ° o w u°~ 32" ~ ~ m r1 Z I--i 6-3 in p H H V'_6u 3 WIC 1 N ~ B TH 246s ~ ~ 0 5 SH. o V1 (V 2668 3'-2" ~°9 6$ , l,~ Z~ N 12 -3.. ? ~ k J' W m x H m w 2668 ~-3'~ x H O ~ m 0 0 3 PIECE CROWN n 1R/1S m 00 m V ~ i ~~Y 4" 3'-7" i 4'-5" iv TAPERED 3'-7" i ~ fV \ ~ DRYWALL i d' r+ BUMP-OUT RAILING to ' ao ~ ~ WIC wooD xz ~ BELOW ~Q 4 1 1/2 ~ i in ~ W o ~ 2468 aus 08EN W 12'-4" 2'-4" ° o m 2668 ao o m w 17'-01/2" x xz/'~ H ~H in ~y F1 I - 9, O ~ ~ 00 0 (D m ~ ~ cn ` ~ i N . m m N ` ~1 (V N 34"x48" 3~p,, ~ ~.A, 2668 /1 1R S (V i u r- - w ' 3'-0'~ to f I N - - ~ - ~ ~I ~ m `BOA ^ , WIC 3 2 ~ S~R'' V~ 3'-2" N N t 2 -0 ~ t 2468 POCKET DR. i 6~ 0 ao TYP. t ~ i 2 206 BA`~H ,I i i F 4x5 6 i i A~, N i t ~ TEA y 3'-0" 4._3.. i 2g ~ BEDROOM w oc ~ iv ~ o ~ N N N 5 SH 5 SH O 88 \ ~ ~ ~ w ~ MASTER ~ ~ ~ ~0 Q~ o ~m ~ ~ °m , ~ , BLK. ~ ~ 10'-5 13/16" ~ ~ 8~g,, t RECE55ED CEILING ~ i N t ~ 9'-7 1/8" t m ' ~ in i rf1 3 ~ ` 1J/ ~ 9'-1 1/8" TALL ' u ~ RLL ~ o W ~ ~ MASTER ~ i i ~ LAUNDRY \ / ' ~ BATH ~ „ HUTE ~ ~ N !n , BONUS / ~ i 15 -11 i N T-5" ETTED ~ RCGESS~,; \ I ` i ~ / HEA 11._2.. o ' ~ ~ . ROOM ~ . o ~ p4 ~ _ ~ 2020 TRANSOM ° - - - - - - - - - - 1R/iS 5'-B" HIGH ~ ~ ` r ~ V WALLS-FORMED BY ~ 4'x4' 2020 TRA SOM 2020 TRANSOM ` TRUSSES GL. BLK. b ` • 3~ ti ti 5'-5" 3'-0" 3'-0" 14'-0" 4'-0" 12'-11" ` ~ 6'-0" 42'-4.. 0 0~ ,o 48'_4" ti~ ti ~ ~ . , SECOND FLOOR PLAN SCALE; 1/4"=1'-0" 4of9 i 9 i - _ 12 INSTALL SPARK ARRESTOR WITH CHlMENEY CAP IN ACCORDANCE WlTN CITY 4f DUB~,IN ORDINANCE s ~,,,,~~~~x..~ in 12' RIDGE VENT . ~ STUCCO ~,x- }a.~~ HARDI-PLANK k SHAKES _ . HARDI-PLANK 12 - ~W~,:Lr~ ~k~ SHAKES 1x8 FASCIA g 1x8 FRSCI Y ~,w~,-~ ,-`fi'r 1x6 FRIEZE 1x6 FRIEZ 1x8 FASCIA 1x6 FRIEZE ~ ~ ~ - ; .A. . C.1.711, ~ 1~(1~C 1`~~>T1 ~~C ~ w I I 1x6 ,>f - ~ ~ ~ A C R TRIM ,j; , 1x8 F S I 1x6 1x6 RIM 1x8 FASCIA 1 1x6 FRIEZ ] TRIM ° TRI ~ lx6 FRIEZE 12 L_ w 4 ~ ,~,I r ~ ~ TR M ~ 1x6 TRIM ~ I~ sTUCCO _k-~- r - U s~° ~ ~ 1x6 .x TRIM 1x6 T._ TRIM _ _ _ Y.... - ~ _ 4 _ - r, r~~.. 6 +j[ '{ELI '{(q d i x ~Y . uA rt.. A.q ~ rt ._..A 0.. F...~ ~ _ pya-yy y ~ .'F-TI-S y~y~°~y ~ S~~ ~ ky F~~ ~N >p 'F 1 F~~ E~1 1~~~".~~ ~ ~ ~LL~~j P fl PN.~~.... 1~ FI 6 11 k.: ~~E'~i l~ E 1 1 1 Y t"` Y~ ~ ~ ~r,r'"¢ "w'.~r w--'rv= r ~ F„". 4 °-rv~-~ FF FAUX BOARD & 2'-O" HIGH BATTEN SIDING CULTURED 2'-O" HIGH STONE 2'-O" HIGH 2'-p~~ 2'-0" HIGH 2'-0" HIGH CULTURED 12 3/l~"=1'_~" CULTURED CULTU CULTURED CULTURED STONE STONE ST 8 STONE STONE REAR ELEVATION ` 16' RIDGE VENT `Y`:: 3/16"=1'-0" H 12 ar~Z $ 2 1 t~ 8 1x8 FASCIA 1x8 FASCIA 1x6 FRIEZE 1x6 FRIEZE ~'s x- --~q 1x$ FASCIA , ~ 1x6 FRIEZE ~ ' ~ ~ ~ ~ ~ 1x6 ' ' 4' RIDGE VENT 1x6 TRIM ~ ~ ~ TRIM 12' RIDGE VENT STUCCO COMPOSITION SHINGLES DECORATIVE ~ 3D YEAR-TRUE DINIENSIt~JRI.-250~ PER SOURRE-MAX 5 5/B" EXPOSURE LOUVER ~ CLAY PIPE 12 • ~ FALSE DOVE 12 HRRDI-PLANK COTE DETAIL ~ ! SHAKES pA~ ll r. Y ~ r - `7~~Y `"Y'~ lr 77`1'"_' 1' "Y"Y 'Y I"""Y.~ 't" Y 1~ `Y"" f ~ `Y~ Y`° Y '1 T 1`1 T 1" fY t~l~ i tl 17 ~ ~~I""1 1 r"t7~ i" i f ~ ~T ~ 1 Y-1 Y" ~1 ~~p; HRRDI-PLANK 1x8 ARCHED _ 12 r-rl SHAKES TRIM-TYP. BRICK SILL FRONT OF ~ `.~.-i: OF 2 LOCATIONS 2'-O" HIGH DORMERS- _ ~ . 0 CULTURED STONE 1x8 ARCHED ONLY 1x8 FASCIA 1x8 FASCIA TRIM-TYP, 1x6 FRIEZE 0 0 ~ ~ , ~ _ 1x6 FRIEZE PAINTED ALUM. OF 2 LOCATIONS 3/16"=1'-0" 0 0 ARCH E ~ a~_:~~~ STANDING SEAM TOP ~ , I ~ METAL ROOF SHUTTER ~ h / ~ ,1..~.. 12 ~ ~ 'n _,~1, ~ a_ I, ~ . . ~~n ~ ~~r ~ r ~ ~ ti, I I ~l..l I I I I I I ~ I I I I I I _ ~ f' I I 1 ~ i , , n~r~~ t~ BRICK SILL a^ a I I L . . J , fig' -r~i~rr~ ~ STUCCO FAUX BOARD 6 BRICK SILL ARCH OPENING o ~ BATTEN SIDING 18" WIDE VINYL W/ ARCHED TRIM BOARD & BATTEN o~ SHUTTERS ~ ~ ® t~ i~ 1 2'-O" HIGH i ;F ~ ii II ik CULTURED r STONE ~ .y~n,. _ I A z - i ~ ~ ` v~K._ v' r-'u°'-- ' r"Y` IWI; ~7~'~ Il ll II ~[I~ ~~I'~ ~ ~~~~i I ~I y^~~ ~ ~11 ~T ~ tf~'~, ~ ~V `ii~ 1~ Y- 8'-0"x9'-D' TEE 8'-p" ~TEE 8'-0"x9'-0" STEEL 8'-O"x9'-O" STEEL 8" TIMBER BRICK SILL 5 of 9 OVERHEA OVE OVERHEAD DOOR OVERHEAD DOORFi RONT ELEVATIONI,4"=1'-Q" COLUMNS ~l~ • NAt~IpRA1LS AN' ~ORMEET SECTIONSDS T4 MEET SE 8311 AND 8311 AND 8312 # RESIDEPITIAL CODE OI: OH1Q 16 RISERS @ 7 Sl8" 2004 RESIDEPITIAL FIBERGLAS®DRAINRGE & INSUL, BOARD oc z ° oz 15 TREADS @ 10" 7/16" OSB ~ EXT. FND. ~ o w Q m =12'_6" ~ SHEATHING Q WATERPROOFING w o w/ CLIPS or MEMBRANE d• Q = Q ~ ~ c~ 1/2 OSB ~ ¢ o Q SHEATHING BACKFILL~ Q o o TOP OF COURSE 13 W 8 FASCIA OVER pitch ~ i WEATHER LIP 1x 7 3/4"MAX. RISE 2x6 SUB FASCIA R-30 ' ::ATTIC ; ; I ,1~~, 1(l"MIN. RUN 8" CONC. BLOCK ALUM : INSULATION ''GRRV~L~• GUTTER •.;;;.;7 W/11/2 DRRIN5 4 GRRRGE '~'1~' 5LAB OVER 4" . , THRU WEEP HOLES . PER CITY 01: DUBLIN '•I 6~_0~~ O.C. MIN. - - - - - - - - 2x2 EAVE W BAFFLE 3/8 PLYW D • ~ \ A F=+S'-4" GRAVEL BASE SOFFIT a F"'1 FOOTING DEPTH RT OVERHANG 16 x8 CONC. • , PER PLAN POURED ,e,,, GRRRGE DOOR MAY o CONC. FTG. FOOTING , ° VARY TO MAINTAIN FRIEZE REO'0. DEPTH FOR o PER PLAN FROSTLINE. o ~ U _w ~ SCALE: 3/8"=1'-0" ISO SCALE, 1/2"=r-o" 15 RISERS 7112" h ~ " Z ~ uo WOOD BASE _ ~ H 1 -9 -4 W 14 TREADS @ 10" 11 7/8" I-JOIST = 11'-g" i- u 11 8 INSULATION ~ RING JOIST 2nd FLOOR a~Z ;OVIDE UNDERSTAIR PROTECTION o p R-13 INSULATION PROVIDE UND 12 PER SPECS. PER SECTION :R SECTION R311.2.2 = r: " " SEE ELEVATION FOR 2404 RESIDEN 04 RESIDENTIAL COgE Ot" OHIO ; EXTERIOR 2x4-16 O.C. STUD WALLS 7/16" SHEATHING ~---VAPOR BARRIER 3/4" T&G OSB (NAILED RND GLUEDI STAIR SECTION BUILDING WRAP SCRLE. 1/2" = 1'-0" 11 7/8" TRUSJOIST RIM BOARD 11 7/8" I-JOIST MSTR I N ~ ~ R ~ 2x6 MUD SILL " W/ 1/2 FIBERGLASS SILL SEALER a 1/2" ANCHOR BOLTS m RND WITHIN 12" OF m ~ cd CORNERS. MIN. 15" EMBEDMENT • , 1st LOOR ~ ~I 2 3/8" INSULATED DRAINAGE BOARD ~ R-10.0 ~ C~ c~ r-~i # 8 REBRR ® ~ 4 r...~ " 48" 0/C 00 " cd s M 7• w ~ r m " b ~ ~ n i ~ I r a ~ i 0 t I 5 J ~ I ~ O GRAVEL BRCKFILL ~7~ ~(1 I ~ BO TS ~ " ~ i m 8" CONC. BLOCK m i I WEEP HOLES -16" Q.C. - - - - - - ~ TOP OF SLRB N i ' a CEM. COVE ~ ' ~ 3 1/2 CONC. _ _ _ _ _ _ °P in ~ SLAB 8"x16" CONC. ' FOOTING ' • ' o . ~ - 4" GRAVEL BASE 3" DIR. PLASTIC FELT FLASHING PERF. DRAIN TILE SECTION B-B SCRLE 1/2" = 1'-0" SCALE; 3/4"=1'-0" i7~~ •~4 .b~ - I ~ 6of9 r I f`" i ~ G/~ 21-qll I-ON vO NOTE; FLOOR JOISTS ARE 14" I-JOISTS BY TRUSJOIST OR EQUAL RT 16" 0/C 16' THEN 16" O.C. FLOOR FRAMING SHOWN HELD IN 1/2" @ PERIMETER W W I rH 00 (17 W '-I n O i~ (V N V1 U z~_oll 4~_Q~I (2X.1 3%4"x 11 7/8' - T.S. BERP~ w m ao it I ~ ° ~uZ I i ~ a II x `X II ¢ i I m io (V lY7 ' ~ N II ~ II r u I I r - - I _ I I Q€ I I I W ~i ~ ~ I I fl~ F: i ~ I ~ I ~ t t' i i ~ u ii I ~ I Qi~ I ~ \ (-13/4.x,_11:.._ 8 ~ ~ Y _ _ V ~ - e Ql ~ ~ tD T.S. AM 0 w (V ~M/ O i ~ r~^ V~ ,v ~V ail/ SEALED 7F2UUSS QRAWfNGS WITH ENGINEERfNG TO O BE 0~1-SITE PRIOR TO INSPECTION. 21 9 8 2 1/2 41-(III FIRST FLOOR FRAMING PLAN 7 of 9 71? NOTE; FLOOR JOISTS RRE 11 7/8" I-JOISTS BY TRUSJOIST OR EQUAL RT 16" 0/C 44'-3" FLOOR FRAMING SHOWN HELD IN 1/2" ~ PERIMETER - ~ ' ^ ~ ~ ~ U1 i fi I II i ii I ~ ~ w I ~ i ii t I ° JI i- i F~ ~ H (V r - ~ \ i r ~ - ~ I~- I ~ III II ~ ~ i d~ '~~i II 1 II * .,l II rr i li ~ [n II ~ u ~ II ~ II I ..1 Ili ~ II c-I iL I.- I ~ ~ ~ 1 rrV~1~~ II V r------- I~ ~I - - ~ i (2l 1 3/4"x~ 1$"` LVC BERM` N fV ~ 00 i i c~ i (0 ~p i ' i m i m i i 3'-6 1/2" o i I I I I I I L I 15'-51/2" 8'-01/2" 10'-2" 1'- 1/2" i au,~ i m I i I I II I I I I I I \ ~ m i ~ i i I (2), 3(4_x11 7/$___LV~ - ~ I I (V I I ~i _ I ii J L___~~__ __'y L _ - I ii 3 - - i I ~ ~i ~ ~ ' r.. 1 ~ m i ~ i ~ I I i~`~ ~t n, I %w I ~ I I 1 ~ C ) I i ~ m ii / / I I i ' ~ i~ pp I ~ ~ ii ~ ~ (V ~ i i~ ~ / / ~ (D I ~ I N ~ i i ~ / / m I ~ ~i ~i • ~ I ~ I ~ r~ I v, ~ ~ I / i p'~ ii I I ~ P'~I I q I I J/ I I q p I - O V ~ 4 34'-10 1/2" 21'_4" 3'-101/2" 10'-5" '-5" 7'-3" ~ h~ MASTER LEVEL FRAMING PLAN SCALE 1/4"=1'-0" )FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" SEAtlD TRQ1S5 DRAWINGS WITH ENGINEERfNG t0 BE ON-SITE PRIOR T4 INSPECTlOn. 8 of 9 klq - _ _ - - w~ 12 B1 12 E 2 00 0 10 1/2" TAIL 3 12" O,H. 8 O.H. 10 1/2 11~-41/2" 11'-41/2" 4 : TRIL r I 5 12 ~ ~ I F= HIP SET HIP E ~ I I ~ R6 GIRDER F= I I I ~ ~ I I Vl RS F= I ~ A4 I I z I ~ ~ _ ~ _ o A3 F I 10 1'/2" ~ I ' I 2 I m TAIL ~ (V I I ° Q ~ A2 P = I ~ I (V I ' ~ 101/2" 2._6.. 11'-11" 16'-1" 11'-10" Q ' ' TRIL ~ I I ~ A ~ , 12 O,H. ~ I I 421-A II l~ 7 ~ - I ~'v w U i :pp I J - - I I ~ i P ~ "4dP w o I L1 W o <;E CiN'EN~tNEEg1N~Zfl s w~ H ~ I ~g W1T S pRp,Wt CYtOK~ ~ a PECYtQK' L2 I ED TES S0 S>,~ySPE ~,fAL TE PRtOR - - 12 ~y I a~ p~'St _ _ O.H. ~ i ~ h L3 r= # ' Q R1 O 2x8 OVERLAY L4 TEAS RT RAF L4 L ' I 2x10 R DGE L1 aus = 10 1/2 10 1/2" 0 RI T TAIL L2 - 00 2x8 OVERLAY RAFTERS AT ~-4'-4" w ~ 2x10 RI GE 12 ~ H G 4 12 ,#T o = II 1 II 10 1/2" 12 ~ , O il- - - 12 6'-0" TRIL ~ 00 I I 10 1/2" 12 TAIL I I (Y ~ ~~i I r-----------------------i ~ ~ I I I .t. ~ \ I :4::: ~ Qd- ~i I ~ ~ to i (YN ~!i iii. ~ ~4 iii/ ,n.; N TAIL ~ rn~ ~ ~ 4 ' V `r~ ~ °D ~ I I I t:.: N tai. i Bi .:.:.k:... 11 I ~ I :...:I;. ~ fir ;:I,.i ~ rr rr Jf''' 101/2" ` 4'-4" TRIL -4 1/2 ^ l I I ~ ~i::'l:!':: 2'-2" I .~:~::7I/: I I ~::;:i:. ` \rrr 1~ .fir ~ oy rrrr ~ ~-I ~ I I B3 rrr rrp . \ • I I I i:':f::: ~ 12 ~ :::{:•~i::: I I ~ E r~F...~,,.. ,v fr ~ ~ ~ ~ I I I B4 ::::,:E:::: n' 12 I I I ~:,;:i;,:;! 0 ` 101/2" I I I ::::i:~ ~ I I I ~ B5 r.::: ti ` ~ TRIL I GIRDER ~ ~ _ - ~ ao a° I 0 \ 1""`1 2x8 RAFTER I' ~ ~ ti T ~ ~ N , HIP SE ~ ~ ~C Q ~ ~ 1s'-8" 10 1/2" ~ TRIL ~ Q 12 ~ ' ~ 0 8 O.H. ti ~ ¢ ^1 ~ 2x6 OVERLAY ~ ti ~ . ~ ~ ~ Q~ V./ ~ ROOF FRAMING PLAN ~ ti ~ 12 RAFTERS AT , 0 Al SCALE; 1/4 -i -0 24 0/C W/ ~ ~ ~ ~ ti ~ti~ ~ 2x8 RIDGE . ~ ~ ~ w - ~ ~ w _ 2 2 ti . 4._4.. 3 ~ 0 12 12 4 - a. ` v 5 \ 12 1 - - - 8 0 ay o0 0o in 12 10 1/2" N 10 1/2" TRIL o TRIL o ' 12 .2 10 1/2" 44'-4" 10 1/2 TAIL 21'-0" TAIL 10 1/2" is'-o 1/2" 10 1/2" 10 1/2" ~f TATL TATI TATI 7 7 i i 9~q r CITY OF DUBLIN PLAN REVISION LOT # 504 BALLANTRAE 5784 Glendavon Loop PERMIT # 06-201765 BUILDING- Lower level Bonus Room is now to be left UNFINISHED. Door is moved to separate finished from unfinished spaces. 1050 Windows added to sides of bay window ZONING- Not affected ENGINEERING- Not affected DOES REVISION AFFECT PLOT PLAN - No DOES REVISION AFFECT HOUSE PLANS - Yes The Truberry Group Kirk Denyes, Architect 890-5588 _ _ - - _ ~T f I ~~3'(fl ~'I "~`~j ~ ~l.l - ~ X11 ~ ~ i i - i - T.; 4 f~ ~ ~f~~+,-r~t; aoaa aaaa aaaa aoaa aaaa aaaa ~ ~ _ a~aa aaaa aaaa o o /w~ .R. ~Y_t.~ ~F f ..}Y. T 1 Y!"' ~ aaa aaa l aaa 1 ~ 7 '4' _ qY'M"'~ - _Y `Y'"Y'Ta"Y'Y'"ttiY4. S.F. f_1 FRONT ELEVATION ~ 0 h GENERAL NOTES JELD WEN VINYL SINGLE HUNG WINDOW SCHEDULE ~ STRUCTURAL MEMBERS ARE BASED ON THE FOLLOWING DESIGN CRITERIA: 8001 ROOM WINppW GLAZIING TOTAL REQUIRED EGRESS EGRESS CLEAR REQUIRD ACTUAL TION S0. FT QURNITY SIZE TEMPERED PER UNIIT GLAZING GLAZING WIDTH HGT. OPENING VENT VENT 40 LBS PER S OOT LIVE LOAD ALL LIVING AREAS WINDOW LOCATION S0. F QF 10 LBS PER SQUARE FOOT DEAD LOAD ALL LIVING AREAS W 40 LBS PER SQUARE FOOT STAIRS STUDY 143 143 1 3060 NO 14.46 14.46 11.44 32.75" 31.2" 7.09' 5.72 7.09' 60 LBS PER SQUARE FOOT LIVE LOAD EXTERIOR BALCONYS ~5 LBS PER SQ. FT ROOF LIVE LOAD DINING ROOM 199 lM 199 2 3060 NO 14.46 38.5 2 15.92 32.75 31.2 7.09 7.96 14.18 ll0 LBS PER SQUARE FOOT ROOF DEAD LOAD 20 LBS PER SQ. FOOT LIVE LOAD CEILING JOISTS 3 2020 NO 3.2 - N/R N/A N/A FIXED 80MPH BASIC WIND SPEED WEATHERING -SEVERE GREAT ROOM 378 iM 378 3 3060 NO 14.46 100.38 30.24 32.75" 31.2" 7.09' 15,12 2127 TERMITE -YES 3 3030 NO 7.2 N/A N/R N/A DECAY -YES FIXED ~EISMIC -ZONE 1 3 3050 NO 12.0 - N/A N/A N/A a~ T WVINTER DESIGN TEMP - 3 deg F ' 2000 LBS PER SQ. FT. ASSUMED SOIL BEARING CAPACITY FIXED -`.L KITCHEN/GATHERING 376 =RING 376 1 9068 YES 37.35 61.01 30.08 28,00" 78.0" 15.56' 15.04 27.02 . STRIP FOOTINGS ARE 16" WIDE X 8'" TALL, UNLESS NOTED OTHERWISE SLGLDR COLUMN FOOTINGS ARE 30"X30"X 12"DEEP UNLESS NOTED OTHERWISE 2 3050 NO 11.83 32.75" 25.2" 5.73 ALL STRUCTURAL HEADERS ARE (2) 2X6 #2 SPF, UNLESS NOTED OTHERWISE MASTER BEDROOM 255 '.QOM 255 2 3060 NO 14.46 38,52 20.4 32.75" 312" 7.09' 10.2 14.18 FLOOR JOISTS ARE 11718" DEEP I-JOISTS AT 16" OIC UNLESS NOTED OTHERWISE 3 2020 NO 32 N/R N/A N/R FIXED 2'.30 SERIES TJUPRO SERIES AS MANUFACTURED BY TRUSJOIST EXTERIOR WALLS ARE BRACED WITH 7116" OSB STRUCTURAL SHEATHING BEDROOM 2 217 2 217 3 3050 NO 11.83 35.49. 17.36 32.75" 25.2" 5.73' 8.68 17,19 ALL SURFACES. NONON-STRUCTURAL FOAM SHEATHING IS USED. BEDROOM 3 183 3 183 3 3050 NO 11.$3 35.49 14.64 32.75" 252" 5,73' 7.32 17,19 t ' BEAMS ARE MICROLAM 1:9E BY TRUSJOIST OR TIMBERSTRAND 1.1E BY TRUSJOIST ~ A.S INDICATED ON PLANS ~ ~ BEDROOM 4 182 4 182 1 3050 NO 11.83 11,83 14,56 32.75" 25.2" 5,73' 7.28 5.73 ~ BONUS ROOM 494 iM 494 4 3040 NO 9.46 37.84 39.52 32.75" 192" 4.36 19.76 17.44 CONCRETE SLABS IN BASEMENTS SHALL BE 2500 PSI. CONCRETE SLABS IN GARAGE ~ PROVIDE LIGH F U SII-IALL BE 3500 PSI, AIR ENTRAINED CONCRETE OVER VAPOR BARRIER, OVER BASE T IXT RE ~HT FIXTURE CAPABLE OF PROVIDING 6 FOOT CANDLES RT 30" ABOVE FINISHED FLOOR U COURSE, & A MINIMUM 31/2" THICK W/MINIMUM 4" GRAVEL BASE. PROVIDE 6" FRESH AIR ' FRESH AIR TO FURNACE GLJARDRAILS SHALL HAVE A HEIGHT OF 36" AT ALL STAIRS & ALL RAISED SURFACES MORE THAN 34" ABOVE ADJACENT GRADE OR FLOOR LEVEL. SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE. ~L~/ HAANDRAILS SHALL BE BETWEEN 34"AND 38" TALL, MEASURED VERTICALLY FROM THE NOSING OF THE ~ ~1 TREAD. HANDRAILS SHALL NOT BE SPACED LESS THAN 1112" FROM THE WALL, OR ANY OBSTRUCTION. THE HANDGRIP PORTION OF THE RAIL SHALL NOT BE MORE THAN 2114" IN CROSS SECTION OR EQUAVALENT GRIPING SURFACE SHALL BE PROVIDED. V~ ~i~/ ATTIC ACCESS OF 22"X30" MINIMUM SHALL BE PROVIDED TO ALL ATTIC SPACES OVER 30" IN HEIGHT FIRESTOPPING SHALL BE PROVIDED AS TO NOT ALLOW DRAFT OPENINGS BETWEEN STORIES OR BETWEEN t---~ THE TOP STORY AND THE ATTIC LIGHT & VENTILATION ~ LIST 0 CHIMNEYS SHALL EXTENT AT LEAST 2'-0" ABOVE ANY PORTION OF THE ROOF, WITHIN 10'-0",BUT SHALL LIST OF DRAWINGS RLL HABITABLE ROOMS SHALL BE PROVIDED WITH RN NOT BE LES5 THAN 3'-0" ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. AGGREGATE GLAZING AREA NOT LESS THAN 8 PERCENT 1 ~ I COVER SHEET OF THE FLOOR AREA OF SUCH ROOMS. FRESH AIR SMOKE DETECTORS SHALL BE INSTALLED ON EACH FLOOR, OUTSIDE EACH SLEEPING AREA AND IN EACH 2 ] 2 FOUNDATION PLAN SHALL BE PROVIDED AT THE RATE OF 4 PERCENT OF THE FLOOR RRER, UNLESS NOTED OTHERWISE. SLEEPING ROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED WITH 110V AC AND HAVE BATTERY 3 ] 3 FIRST FLOOR PLAN CRAWL SPACE VENTILATION. IF APPLICABLE SHALL BE n) BACK-UP. 4 ' ALL BATHROOM EXHAUST FANS TO VENT DIRECTLY TO OUTSIDE AIR ' 4 SECOND FLOOR PLAN PROVIDED BY MECHCRNICAL MEANS AT THE RATE OF ~ ALL CLOTHES DRY EXHAUSTS TO VENT TO THE OUTSIDE 5 ] 5 ELEVATIONS l.o CFM FOR EACH 100 SQUARE FEET OF CRAWL SPACE. 0 GFI OUTLETS TO BE INSTALLED IN ALL AREAS REQUIRED BY NEC 210-8 ANY WINDOW WITH A SILL HEIGHT OF LESS THAN 5'-0" THAT IS WITHIN 2'-0" OF A D00 IN THE CLOSED 6 6 SECTIONS & DETAILS ATTIC VENTILATION SHALL BE PROVIDED RT R RATE OF POSITION SHALL BE TEMPERED, ALL SHOWER ENCLOSURES AND WINDOWS IN THE TUB AREA SHALL ALSO ~ ] BE TEMPERED GLASS 7 FIRST FLOOR FRAMING 1 SQUARE FOOT OF FREE AIR TO EACH 300 SQUARE FEET OF ATTIC AREA. PROVIDED AT LEAST 50 PERCENT, BUT 8 8 SECOND FLOOR FRAMING LESS THAN 80 OF THE TOTAL. REQUIRED VENTILATION IS OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PROTECTED WITH A 20 MIN. RATED DOOR ~ ~ 9 ROOF FRAMING PROVIDED IN TH UPPER THIRD OF THE ROOF. FACTORY BUILT FIREPLACE (IF INCLUDED) SHALL COMPLY WITH THE LISTINGS AND SPECIFICATIONS OF THE MANUFACTURERAND/OR THE LATEST ADDITION OF NFPA 211 ATTIC VENTILATION CALCULATION FINISHED GRADE SHALL SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" IN THE FIRST 10'-0" BUILDING CODE HOUSE ATTIC SQ. FT. ~ ALL METAL FASTNERS, CONNECTORS & OTHER HARDWARE, IN DIRECT CONTACT W/PRESERVATIVE TREATED LUMBER RESIDENTIAL CODE OF OI~O AVERAGE SQ. FT. OF SOFFIT VENT For One. TwoandThree-Family Dwellings PER LINEAR FOOT OF SOFFIT .067 SHALL BE STAINLESS STEEL (TYPE 304 OR 316) OR BE GALVANIZED COMPLYING W/ ASTM A123 (CONNECTORS) AND For A153 (FASTNERS) CLASS D STANDARDS FOR FASTNERS & HARDWARE. CONNECTORS & FASTNERS MUST BE OF THE SAME 200 2004 EDITION MATERIAL TORESIST ELECTRO-GALVANIC ACTION. R'IT WITH CITY OF DUBLIN AMMENDMENTS AVERAGE SQ. FT. OF FREE AIR PER LINEAR FT. OF RIDGE VENT .125 DUBLIN AMMENDMENT S THE GARAGE AND RESIDENCE AND ATTIC SHALL BE SEPERATED BY 5/8" TYPE X GYP. BD, ~UARE FOOTAGE SQ. FT. OF ATTIC x .0034 (1/3001 =REQUIRED ATTIC VENTILATION DOOR TO BE 20 MINUTE FIRE RATED BETWEEN GARAGE & HOUSE. FIRST FLOOR -1693 SQ.FT. ~ .0034 1,Z<12 MAS BEDROOM LEVEL - 578 SQ.FT. LIN. FT. OF RIDGE VENT x .125 =ATTIC VENTILATION PR©VIDE PASSIVE RADON MITIGATION SYSTEM- PER DUBLIN AMMENDMENTS SECOND FLOOR -1781 S .FT. CHIMNEY TO TERMINATE WITH SPARK ARRESTORICHIlVA~INEY CAP UNFINISHED BONUS ROOM - 571 S~.FT. ~ .125 ~ ROOF TIE DOWNS TO BEPROVIDED- PER DUBLIN AMMENDMENTS - 4623 SQ.F . LIN. FT OF SOFFIT VENT x .067 =ATTIC VENTILATION 3 CAR GARAGE - 717 SQ.FT. UNFINISHED BASEMENT • 1611 SQ.FTI - •067 ~ ~ CRAWL - 146 SQ.F'Ir. RIDGE DENT AIR + SOFFIT VENT AIR =TOTAL VENTILATION PROVIDED 1 of 9 PORCH -133 SQ. FT. 4..~ ~ S a 19.$ .ws I I I i APP~OVEb PLANS THESE DRAWINGS HAVE MUST 13E ON BEEN REVIEWED FOR AND 'SITE FOR ALL INSPECTIONS. SHALL COMPLY WITH THE 2004 EDITION OF THE RESIDENTIAL CODE OF OHIO NOTE; -INDICATES NON-STANDARD HEIGHT WALLS - AS NOTED. 4._0.. 44'-4.. ALL OTHER WALLS ARE 9'-1 1/8" HIGH. 5-8 ALL STRUCTURAL HEADERS ARE '-0" 8'-4" 35'_0" (2l 5 1/2" TIMBERSTRAND -UNLESS NOTED OTHERWISE. TWIN-3050 24'-2" 3'-0" 3'-0" 4'-10" 4'-10" RLL STRUCTURAL HEADERS RRE BASED 8" CEDAR ON ~2 5PF OR EOURL, (MC19 or lessl. o~ off ~X TIMBER COLUMNS JOIST & BERM SIZES ARE BASED WINDOW SEAT °H 3020 TRANSOM 3020 TRANSOM 2ANSOM 11 7/8" I-JOISTS BY TRUSJOIST BERMS ARE BASED TRUSJOIST "TIMBERSTRAND" ~ ~ FLUSH HDR. RBV. I 5 SH. 3020-TRANSOM - , OR TRUSJOIST "MICROLAM" OR EQUAL, PER PLAN ~ ~ ~ ~ r----------i n---------~ I 15-0 I - - - ~ _ (UNLESS NOTED OTHERWISE) I w I ~ iv ~ ~ 4 0 I ° 9x3 CONCRETE ~ ~ b, I I I ~ G~ LANDING W/ N ` ' I I KITCHEN Y P TRY I AN ~ 9'-0" WIDE ~ DINING ~ 0 3'-2 1/2" 'z ~ 24 1 m I I STEP ~ , _ I z I I ~ ~ I ~ ~ I ~ o _ I o 0 ~ ~ ~ I ROOM - I o ~ x Z m ~ °D UZ ~ o o i I PIECE CROWN ,ma l c I H O~ m ~ Ui ~ cN I FAUX WAINSCOTING ~ N N ~d- oo I I m r ~ ~ 3 w H ~ FACE OF FULL ~ m W ~ ~ ~ HIEGHT WALL Q GATHERING ~ 6 DROPPED o , N I SOFFIT I N I ~ - I I I " I ~ i:::: ~ i ~ ~ i:, . I (D N N _ N I (VI I i ~ ~ I ~ m ~ I N - m i u~ I N ~ O a. a: ~ 42 NIGH WALL 6 -4 ~ 2'-8 1 2" 19'_0" I ~ iv r r ~ ~ U FLUSH 18" LVL BEAM 9-WIDE DRYWALL ARCH SIDE SIDELITE A, ~ r ~ 14" 14" TEMP sj ~0-, 19'-WIDE DRYWALL ARCH 6'-10" 1'-11" 9'-D" 1'-0" - tV 8'-0" WIDE DRYWALL o1 DRYWALL SOFFIT ~T~ in ¢ STEP ~ ~ ~ AT 7._6.. A.F.F I""""1 o ~ FOYER r o 0° ABOVE ~ 3068 ~ ARCH 0 0 ~ ~ m 1 PIECE CROWN 3068 m m „ LINE OF LOFT I ~ Sl 0 21 0 14 SIDELITE 14" TEMP 1'-1" I (n I 18i'-2 7/8" HIGH 2x6 i FISH TANK ? ~ ~ C~ 16" O/C WALL ~ I BY OWNER A9 0o I ~ Z T,~ ~ ~ _6.. i I ~ GREAT ROOM ~o m ~ ~ a KITCHEN CORNER DETAIL °D ~ m ~h ! 3 PIECE CROWN ~ - SCALE; 1/2"=1'-0" (V m ' 3 ' ; N N ~ ~ ~ 2468 ~ o auZ ' (V ~ ~ ~ \i N ~ WooD 3'-~" ~ STUDY RAILING ~ )Y 0 0 ~ m d~ 2" 4'-0" m 27'-8 9/16" 00 2468 -6 1/2" in z ~ 3 -6 ~ _ c00o r ~ m o 0 o N m in ~ PWDR m m ~ ~ _ o m 2868 , 8k9, N in oo Q ~ ~ ca 3 -0 In m ti ~ ~ m o ~ ~ iv ~ D~6 ~ ~ 0 2 (V ~ ~ DRYWALL ~ - ~ 1R/1S CONCRETE N ~ ~ STEPS 1R/1SN N o THIS AREA 4 3 ~ ~ ~ o AT CLOSET-ONLY m _ 9'-1 ' 1' 6 1 0 `i ti~ o WIC o`F'~tiFq o V o ~ r--- ~ ,1ti~ pro ~ ,r--i ~ ~ ~ 0,~ ^ , i i of ~ r--~ ~ i ~L==J I r-~ I ~ / V/ ~ ~ EAR I I W I I 0o i1 ~ I I ' ~ WET LNDRY !D N LNDRY ~ \ ~ , ak9, o` ~ ~ F I HED ~ ~I r - - - , UN IN ~ I p LAUNDRY DR LAUNDRY DR ~ \ ~ ~ F,~yegO ~ BOND I R- I FROM ABV. FROM ABV. 00~~ VJ UNPAGED R-13 BRTT I ' x' I INSULATION RT PONY ROOM ~ WALLS-ONLY WALLS ~ 33'-11 7/8" - 4~_g~~ 10'-3 1/4" HIGH 0 d~ 0 iv m LOW CEILING 3 CAR GARAGE in STORAGE ~o O 1'-6" 6'-0" 1'-6" 1'-6" 16'_0" 1'-6" ~ ~ jA;2 ~ 1/~,~ O N ~ ~ ~ r., - - 0 0 _ 3Q^ ~ti N ~ O ~ O ~ t` ~ 28~ O~ A ~ 1~2~, FOYER/DINING GREAT ROONUKITCHEN r~, DRYWALL ARCH 1'¢-, DRYWALL ARCH 6'-0" 41'-7 11/16" 24'-6 7/8" 10'-6" 82'-8 9/16" FIRST FLOOR PLAN SCALE 1/4"=1'-0" 3 of 9 12 L NIA ' I"'u "..a x 12' RIDGE VENT T ~w: t.~_ \ C ~ ; STUCCO W~~ Y w- ~ ~ , ~ _ „ HARDI-PLANK SHAKES 12 HARDI-PLANK SHAKES A ~ 1x8 FASCIF 1x8 FRSCI $ _ 1x8 FASCIA ~ ~`s ~ ~ ~ U1 ~ 1x6 FRIEZE ~ W 1x6 FRIEZE 1x6 FRIEZE r ~ r Y~' ~i" v I~ .I -r ~t~~ i<r I ~~i ~ i~~ 1x6 _ RIM 1x8 FASCIA 1x6 ~ 1x6 FRIEZE ~.w~„ ! • ' TRIM ~ 1x6 TAI 1x8 FASCIA TRIM ~ 6 FRIEZ I lx _~~v W 12 ~ _ Q ' 4 ~Y ~ ~f i 4 1x6 ~y ~ TRIM x.~ rr- U1 r _ 1x6 _ TRIM ~ x r , ~ F 1x6 1x6 STUCCO ;f- . . ~ TRIM ~ 4 TRIM w , 2 V Y t x~ ~ JC ' - _ _ _ -~-r--E . ~I - 1. R ~ ~LL Y~ A ~ ~Y ~d ~ F 6 I~' ~ ~ t~~~~`k~~k~~7~ T~r r l r FAUX BOARD & 2'-0" HIGH BATTEN SIDING CULTURED 2'-O" HIGH 2'-D" I- 2'-0" HIGH 2'-0" HIGH STONE CULTURED CULTU 2-0 HIGH 16"=1'-0" STONE ST CULTURED CULTURED ~ ~ ~ 12 3/ l CULTURED STONE STONE STONE 8 REAR ELEVATION ~ ~ ~ ~ ~ ~ ~ 3116"=1'-0" ' ~ 16' RIDGE VENT a .y: ~ use I .w~ 12 S . ~ 12 8 CIA 1x8 FASCIA 1x8 FAS 1x6 FRIEZE 1x6 FRIEZE ~tl ~ - 1x8 FASCIA ~ ' I ~ 1x6 FRIEZE I -i_ . ~ . y I I I _ - ` - 4' RIDGE VENT ~ 1x6 ' ' I 'TRIM ~ ~ ~C 1x6 - TRIM U 1. 12' RIDGE VENT 9 8"x28" STUC~0 30 YEAR-TRUE COMPOSITION SHINGLES DECORATIVE 30 YERR-TRUE DIMENSIONRL-250~ PER SOURRE-MAX 5 5/8" EXPOSURE LOUVER 12 • r"~ CLAY PIPE HARDI-PLANK FALSE DOVE COTE DETAIL 12 ~I ~ ~ r ip SHRKE5 , ~ T T . ~ ~ ~ 12 W/ r--~ _ ~ _ ~ ~ 7 rr rr r-~rr~ r-rr~ ~ ~_r , a~ . a ~ ~ r~~ r -r`` Y HARDI-PLf HARDI-PLANK 1x8 ARCHED 12 SHAKES SHAKES TRIM-TYP. ~ i FRONT OF OF 2 LOCATIONS BRICK SILL FRONT OF DORMERS- DORMERS- O 2'-0" HIGH ONLY _ .I„~ 1x8 FASCIA ONLY 1x8 FASCIA Q 1x6 FRIEZE PRINTED ALUM. ULTURED 1x8 ARCHED C 1x6 FRIEZE - ~ STANDING SEAM 0 0 ARCH .LL.. ~~1 l , STONE TRIM-TYP. OF 2 LOCATIONS TOP METAL ROOF SHUTTER ~ ' 3116"=1'-0" 12 ~ ` L ~I. i ~ ~ ~ j [~C~ 1 ~ ' ~ ~ ~ ~ ' i. ~l I ~ 1 ~ ; ~ I~ ~rT ~ ~"BRICK SILL" ~ rr~~r~"i~rrr ~ STUCCO FAUX BOARD b ~ ~ BATTEN SIDING ARCH I ARCH OPENING ~ BRICK SILL W/ RR'' W/ ARCHED TRIM 18" WIDE VINYL BOARD & BATTEN SHUTTERS ~ ~ 0~ ~ I I~ ~ ~ 2'-O" HIGH CULTURED ~ - ' ~ STONE ~ 8'-0"x9'-O" STEEL 8'-O"x9'-O" STET '-0"x9'-0" STEEL 8'-0"x9'-0' STEELFRONT ELEVATIONI~4 _l 0 8 TIMBER BRICK SILL OVERHEAD DOOR OVERHEAD DOi IVERHERD DOOR OVERHEAD DOOR ~ COLUMNS I CITY OF DUBLIN PLAN REVISION LOT # 504 BALLANTRAE 5784 Glendavon Loop PERMIT # 06-201765 I BUILDING- Extend end of Garage V-0". Cantilever Laundry V-0" into Garage. ZONING-Extend end of Garage F-0". ENGINEERING- Extend end of Garage V-0". DOES REVISION AFFECT PLOT PLAN - Yes DOES REVISION AFFECT HOUSE PLANS - Yes The Trub erry Group Kirk Denyes, Architect 890-5588 PIJ LANDMARK SURVEY GROO Mp9 MCORFOO RAT (ADD F2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 NO. 2638-06-C DATE: 5/5/06 FOR TRUBERRY GROUP HOUSE STYLE CUSTOM LOT/SUBDIVISION 504 BALLANTRAE SECTION 6 PART 1 CITY/TWP OF DUBLIN ADDRESS GLENDAVON LOOP SCALE 1 30' DRAWN BY: BKG P. B. 108 PAGE 91-92 MINIMUMS: R: 25' (30' GOLF COURSE) S: 7' SIDE 15' TOTAL AAr 16 CATCH BASIN TC=937.0 7•' STM. 100.00' 937.0 938.2 AOTil-F TO APPLICANT 25' NO BUILD ZONE 20' ESMT. SE~'i1 a - - - ,TE UAINER/CIVIC ASSOCIATION REVIE'A! I ~ ~ TROVAL MAY BE REQUIRED BY DEED ` - - - ` - g - - - AHIL il,J IS RESPONSIBLE FOR COMPLIANCE / W! T1-1 LL APPLICAELE RESTRICTIVE CO JVENANTS LOT 504 APdt7 ; E-0 REST i ~ICT(01'JS REQUIRED BY TITLE. I I / 9'x3' CONC .33' A/C PAD 5 942.3 1 942.3 7.17 'oo 7.17 2'x8.33' / I 16.67' °0 14.67' WINDOW ID -t 15.84' 938.8 w RESIDENCE LOT 505 939'0 o I FF=944.5 o -4 TOB BASE=s3s2 0 LOT 503 M 17.84' ~ I o 10.36' o - N ° 20.63' I 942.3 ~m rye. O~ 16.47' rn°ry PROPOSED DRIVE 942 941.8 25' B/L 940.9 939.7 I ? _ _ L - - II - m a a SAN. SERV. N 20 SMT. N N~ TAP 940.6 - - - SIDEWA K E T. 940.4 ° 4 W - 1 •23 8" W ATER TAP 940.25 a/c 939.81 CURB INLET MAJOFLOOR D ROUTE TC=939.81 GLENDAVON LOOP 50 EOS=931.9 NOTE: BUILDER TO MAINTAIN EROSION CONTROL OF o NOTE: WATER SERVICE SIZE _ ~a" ~ C7 , Q E'~~~~"" - I If THIS PROPERTY IS LOCATED IN SCOTT i1'S~~ AAICF FLOOD ZONE X _ GRUNDEI y ~ D WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS p ~ ~~V p~vEo A COMMUNITY 39049C O : PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA Apr"~!/ /yin AO's S-SO47 : ~O OBTAINED FROM ENGINEERED SUBDIVISION PLANS. THIS PLOT PLAN IS p?y of , V PANEL 0108G EFF. DATE 8/2/1995 PECK ~O; ' TO BE USED BY THE CLIENT FOR THE SOLE PURPOSE OF OBTAINING {i011 . STER,.• A BUILDING PERMIT. THE USE OF THE PLOT PLAN FOR ANY OTHER -7 V REVISIONS DESCRIPTION ""SS/ONAL USE IS STRICTLY PROHIBITED. 8/29/06 FOUNDATION CHANGE 9/19/06 FOUNDPTION CHANGE ADAMISC 4/4/07 ADD 1'-TO FOUNDATION 4/4/07 SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 ENCINEERINCCOMPI.IANCE I HEREBY CERTIFY THAT THE £~Mp C ty of Dublin GRADE ELEVATIONS SHOWN ON A~T£D APPROVED AS NOTED THIS PLOT PLAN ARE THE ~SR41V& P~'04 09- 0' RESULT OF AN "AS BUILT" SURVEY TRE'N~S R ~~CkF~~~ / PERFORMED ON ON6 £R p 414,0 w 304 SURVEYOR OR BUILDER SIGNATURE DATE Ay _ ~ _ _ , Gi : Et`~ i _ - - f f ~ ii` ~,r~ w_ - -y~~ i ~ II _ °~1 _ _ r t~ ~ wll,wwrc s~~_, w G~ ~ooa o~o0 0000 aoao ofloo oao~ DD ooaa aooo ooo~ o~ W Y.Y ~*'Y"'"T" 'k~„~f~~7" T.Y'°' dj.,~,.~ ...Ib ~1 ~LI~ ~ LJ~~ ,i Y-' ~4-~v».~...~~ S9y~S` T'Y~ 'Y_ F"Yr Y-'.t K`"F`tt YY"'.9'Y' FRONT ELEVATI ~ ON 0 H GENERAL NOTES JELD WEN VINYL 5INGLE HUNG WINDOW SCHEDULE ~ STRUCTURAL MEMBERS ARE BASED ON THE FOLLOWING DESIGN CRITERIA: RG WINDOW LOCATION SQ :RTION ROOM OURNITY WINDOW TEMPERED GLRZ.ING TOTAL REQUIRED EGRESS EGRESS CLEAR REQUIRD ACTUAL 40 LBS PER SQ. FOOT LIVE LOAD ALL LIVING AREAS S0. FT. SIZE PER UWIT GLAZING GLAZING WIDTH HGT. OPENING VENT VENT 10 LBS PER SQUARE FOOT DEAD LOAD ALL LIVING AREAS - 40 LBS PER SQUARE FOOT STAIRS STUDY 1~ ' 143 1 3060 NO 14.4'6 14.46 11.44 32,75" 31,2" 7.09' 5.72 7.09' 60 LBS PER SQUARE FOOT LIVE LOAD EXTERIOR BALCONYS OOM 199 2 3060 NO 14.46 38,52 15.92 32.75 31.2 7.09 7.96 14.18 25 LBS PER SQ. FT ROOF LIVE LOAD DINING ROOM 1! • ~ 10 LBS PER SQUARE FOOT ROOF DEAD LOAD 3 2020 NO 3.2 - N/R N/A N/A 20 LBS PER SQ. FOOT LIVE LOAD CEILING 30ISTS FIXED 80 MPH BASIC WIND SPEED OOM 378 3 3060 NO 14.46 100.38 30.24 32.75" 31.2" 7.09' 15.12 21.27 WEATHERING -SEVERE GREAT ROOM 3' TERMITE -YES DECAY -YES 3 3030 NO 7.2 - N/A N/R N/A l ' SEISMIC -ZONE 1 FIXED t WINTER DESIGN TEMP - 3 deg F 2000 LBS PER SQ. FT, ASSUMED SOIL BEARING CAPACITY 3 FIXED NO 12.0 N/A N/R N/A a KITCHEN/GATHERING 3' -HERING 376 1 8068 YE5 37.35 61.01 30.08 28.00" 78.0" 15.56' 15.04 27.02 SLGLDR STRIP FOOTINGS ARE 16" WIDE X 8" TALL, UNLESS NOTED OTHERWISE COLUMN FOOTINGS ARE 30"X30"X 12"DEEP UNLESS NOTED OTHERWISE 2 3050 NO 11.83 32.75" 252" 5.73 BALL STRUCTURAL HEADERS ARE (2) 2X6 #2 SPF, UNLESS NOTED OTHERWISE MASTER BEDROOM 2 DROOM 255 2 3060 NO 14.46 38.52 20.4 32.75" 31.2" 7.09' 10.2 14.18 II'LOOR JOISTS ARE i 17/8" DEEP I-JOISTS AT 16" 0/C UNLESS NOTED OTHERWISE 3 2020 NO 3.2 - - N/R N/R N/R FIXED X30 SERIES TJUPRO SERIES AS MANUFACTURED BY TRUS30IST EXTERIOR WALLS ARE BRACED WITH 7116" OSB STRUCTURAL SHEATHING BEDROOM 2 2 12 217 3 3050 NO 11.83' 35.49 17.36 32.75" 25.2" 5.73' 8.68 17.19 ALL SURFACES. NONON-STRUCTURAL FOAM SHEATHING IS USED. BEDROOM 3 1~ 13 183 3 3050 NO 11.83 35.49 14.64 32.75" 25.2" 5.73' 7.32 17.19 o BEAMS ARE MICROLAM 1,9E BY TRUSJOIST OR TIMBERSTRAND 1.7E BY TRUSJOIST AS INDICATED ON PLANS ~ BEDROOM 4 1~ 14 182 1 3050 NO 11.83 11.83 14.56 32.75" 25.2" 5.73' 7.28 5.73 ~ BONUS ROOM 4' OOM 494 4 3040 NO 9,46 37,84 39.52 32.75" 19.2" 4.36 19.76 17.44 - CONCRETE SLABS IN BASEMENTS SHALL BE 2500 PSI. CONCRETE SLABS IN GARAGE PROVIDE LIGHT FIXTURE SHALL BE 3500 PSI, AIR ENTRAINED CONCRETE OVER VAPOR BARRIER, OVER BASE IGHT FIXTURE CAPABLE OF PROVIDING 6 FOOT CANDLES RT 30" ABOVE FINISHED FLOOR C'OUR.SE, & A MINIMUM 3112" THICK W/MINIMUM 4" GRAVEL BASE. PROVIDE 6" FRESH RI 6" FRESH RIR TO FURNACE GIUARDRAILS SHALL HAVE A HEIGHT OF 36" AT ALL STAIRS & ALL RAISED SURFACES MORE THAN 34" ABBOVE ADJACENT GRADE OR FLOOR LEVEL. SPINDLES SHALL BE POSITIONED AS TO NOT ALLOW THE PIASSAGE OF A 4"SPHERE. I-IANDRAILS SHALL BE BETWEEN 34"AND 38" TALL, MEASURED VERTICALLY FROM THE NOSING OF THE • ~-I TAtEAD. HANDRAILS SHALL NOT BE SPACED LESS THAN l ll2"FROM THE WALL, OR ANY OBSTRUCTION. V~ THE HANDGF;IP PORTION OF THE RAIL SHALL NOT BE MORE THAN 21/4" IN CROSS SECTION OR EQUAVALENT GRIPING SURFACE SHALL BE PROVIDED. LIGHT & VENTILATION 4~ A'Il'TIC ACCESS OF 22"X30" MINIMUM SHALL BE PROVIDED TO ALL ATTIC SPACES OVER 30" IN HEIGHT LIST LIST OF DRAWINGS RLL HABITABLE ROOMS SHALL BE PROVIDED WITH AN FIIRESTOPPING SHALL BE PROVIDED AS TO NOT ALLOW DRAFT OPENINGS BETWEEN STORIES OR BETWEEN AGGREGATE GLAZING AREA NOT LESS THAN $ PERCENT THE TOP STORY AND THE ATTIC 1 I COVER SHEET OF THE FLOOR AREA OF SUCH ROOM5. FRESH AIR M CHIMNEYS SHALL EXTENT AT LEAST 2'-0" ABOVE ANY PORTION OF THE ROOF, WITHIN 10'-0",BUT SHALL 2 2 FOUNDATION PLAN SHALL BE PROVIDED AT THE RATE OF 4 PERCENT OF ~ w N(OT BE LESS THAN 3'-0" ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. THE FLOOR AREA, UNLESS NOTED OTHERWISE. 3 3 FIRST FLOOR PLAN CRAWL 5PACE VENTILATION. IF APPLICABLE SHALL BE U SIvJIOKE DETECTORS SHALL BE INSTALLED ON EACH FL00 OUTSIDE EACH SLEEPING AREA AND IN EACH 4 4 SECOND FLOOR PLAN PROVIDED BY MECHCRNICAL MEANS RT THE RATE OF SLEEPING ROOM. SMOKE DETECTORS SHALL BE INTERCONNECTED WITH 110V AC AND HAVE BATTERY 5 5 ELEVATIONS 1.0 CFM FOR EACH 100 SQUARE FEET OF CRAWL SPACE, O BA~GK-UP. 6 6 SECTIONS & DETAILS ATTIC VENTILATION SHALL BE PROVIDED RT R RATE OF ~ ALL BATHROOM EXHAUST FANS TO VENT DIRECTLY TO OUTSIDE AIR AL' L CLOTHES DRY EXHAUSTS TO VENT TO THE OUTSIDE 7 7 FIRST FLOOR FRAMING 1 SQUARE FOOT OF FREE RIR TO EACH 300 SQUARE FEET OF ATTIC AREA, PROVIDED RT LEAST 50 PERCENT, BUT ` GFI OUTLETS TO BE IlVSTALLED IN ALL AREAS REQUIRED BY NEC 210-8 ~ 8 A1~lY WINDOW WITH A SILL HEIGHT OF LESS THAN 5 -0 , THAT IS WITHIN 2 -0 OF A DgOR, IN THE CLOSED 8 SECOND FLOOR FRAMING LESS THAN 80 OF THE TOTAL, REOUIRED VENTILATION IS PgSITION SHALL BE TEMPERED. ALL SHOWER ENCLOSURES AND WINDOWS IN THE TUB AREA SHALL ALSO 9 9 ROOF FRAMING PROVIDED IN TH UPPER THIRD OF THE ROOF. BE TEMPERED GLASS ATTIC VENTILATION CALCULATION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PROTECTED WITH A 20 MIN. RATED DOOR. FACTORY BUILT FIREPLACE (IF INCLUDED) SHALL COMPLY WITH THE LISTINGS AND SPECIFICATIONS OF THE BUILDING CODE HOUSE ATTIC SO. FT. MANUFACTURERAND/OR THE LATEST ADDITION OF NFPA 211 F RESIDENTLAL CODE OF OHIO AVERAGE S0. FT. OF SOFFIT VENT I FINISHED GRADE SHALL SLOPE AWAY FROM FOUNDATION A MINIMUM OF 6" IN THE FIRST 10'-0" 2 For One. Two andThree-Family Dwellings PER LINEAR FOOT OF SOFFIT .067 2004 EDITION ' WITH CITY OF DUBLIN AMMENDMENTS AVERAGE S0. FT. OF FREE RIR ALL METAL FASTNERS, CONNECTORS & OTHER HARDWARE, INDIRECT CONTACT W! PRESERVATNE TREATED LUMBER PER LINEAR FT. OF RIDGE VENT .125 SHALL BE STAINLESS STEEL (TYPE 304 OR 316) OR BE GALVANIZED COMPLYING W! ASTM A123 (CONNECTORS) AND A153 (FAS'I'NERS) CLASS D STANDARDS FOR FASTNERS & HARDWARE. CONNECTORS & FASTNERS MUST BE OF THE SAME MATERIAL TO RESIST ELECTRO-GALVANIC ACTION. SQUARE FOOTAGE SQ. FT. of ATTIC x .0034 (1/300) =REQUIRED ATTIC VENTILATION DUBLIN AMMENDMENTS FIRST FLOOR -1b93 SQ.FT. ~ .0034 MASTER BEDROOM LEVEL • 578 SQ.FT. LIN. FT. OF RIDGE VENT x .125 =ATTIC VENTILATION THE GARAGE AND RESIDENCE AND ATTIC SHALL BE SEPERATED BY 5/8" TYPE X GYP. BD. SECOND FLOOR -1781 S .FT. DOOR TO BE 20 MINUTE FIRE RATED BETWEEN GARAGE & HOUSE. UNFINISHED BONUS ROOM • 571 S~.FT. ~ .125 ~ TOTAL - 4623 SQ,FT. LIN. FT OF SOFFIT VENT x ,067 =ATTIC VENTILATION PROVIDE PASSNE F;ADON MITIGATION SYSTEM- PER DUBLIN AMMENDMENTS 3 CAR GARAGE - 738 SQ.FT. ~ .067 ~ CHIMNEY TO TERMINATE WITH SPARK ARRESTOFJCHIMMNEY CAP UNFRJISHED BASEMENT - 1671 SQ.FT. ROOF TIE DOWNS TO BE PROVIDED- PER DUBLIN AMMENDMENTS CRAWL-146SQ.FT. RIDGE VENT RIR + SOFFIT VENT AIR =TOTAL VENTILATION PROVIDED PORCH -133 SQ. FT. ~ ~ 1~ - - _ _ 1 !1 I OI J APPROVED PLANS MUST BE ON SITE FOR ALL INSPECTIONS. t _ 54'-0" 4'-0" 44'-4" 1,_0., 8,-4" 2'-8" 2'-8" g'-4" 2'-8" 13._4., 2,_8„ 1,_8, 5'-8" 2'-8" 1'-8" T ----------------1 0 I 0 0 0. I L. BLK. L. BLK. ~,,0 N iv _L__________ I 3216 3216 3216 r 3216 i I r------------------------- .------i r--- ----i I I GL. B K. GL. BLK, I m I I I I I I I r - ~ I I SUMP I I I SUMP i i i I w I I I I I I I I I I I I I I I DBL 2x4 JACK w I I I I I I ON FOUND. TO GARAGE DOOR ~ I I I i CARRY HERDER & TRACK I~ I I I I I I I I I TOP OF 4" SOAP ~ I I I ~ I ' I - I I FOUND. BELOW C~ ao RT PORCH I I I ~ I ° I I I I ,..a 1 ~ I ~ I oo ~ I F-~ I I ~ QI I I I l ~ I I I ~ I I I I I w I I ~ I d' I I I I I I I I I I - A I I I I I I I I I I I I I ~ - I I I I ~ I I I I 1T-8" 16'-4" 10'-4" I I , I ~ 16._0.. O I I I I I I I CONC. FTG. (TYPJ o FRM.OPN'G I I T I I 42"x42"x12" POURED I ~0, I i ~ ~ I STEEL COLUMN ON r---~ iv 0, I I ~ 3 1/2" DIA. ADJUSTABLE ~ ~ l r I I I I FND. OPN'G U _ _ _ _ _ _ ; I ~ ~ W/ (4l #4 BARS ER. WRY ~ ~ I _ _ r 40 -0 LONG _ ~ ~ _ i i ~~_pi~ _ _ y i I i i ; ~ I I , i I AT PORCH GARAGE DOOR DETAII l r _ _ _ _ _ _ _ ~ W8x31 STEEL BEAM , , ~ ~ I I 314 BATH RlI I I I I ~ SCRLE:3/4"=1'-0" I ~ ~ , ~ I I I ' UNEXCAVATED i I I i ~ I I I I ~ ii~ -----ail I I I 4" I I 4" CONC. SLAB OVER I I I ~ 4" GRAVEL BASE ~ I I ii ~ i'\ / i I I 4 N I I II n / ~ ill 0 p I I l~ 2'-0°l I II ii i~ `0i ill ~ I I I I i_ a I I""~ ~i i iII ~ p !n I I I I I ' I I I I 3 7 t . I F.D. 0% I I I I h-------, ~ ii / it I ~ - - I I I I I I I~ i `iII I I I j ~ ~ I i i r'-----~ - i i - - - ~ ~ I ~ I ' l I ~ I r, I I I I ' I I I I `I' - - - - 4'-8" ~ 13'-0" ~ :"z V~~z~'~C ' I I ~11 ,y~~ DLI' ~ ~ ~ I I I I n (j ~ i I l I I 4 CONC. SLAB OVER r - ~ - - - - - I I I I 6 MIL VAPOR BARRIER OVER ~ I 8 I I ~ ~ ~ ~ o~ 1 I I I I 4" GRAVEL BASE rn I I - - ~ - - - I l I - 0 +T ~ Y l I I I r , r , I I I I T----T I l I I ~ I I I I ~ I I I I I I 7R.1, I I I I I I I I I , I~ I THICKENED 4'-4" I I 0 28'-6 15/16" I I I I I I I SLAB RT I I I I I I 4 STAIR WALLS N I I l l I^ ~ I r- I I ~~9,, ~ I I ~i I I ~i I ~ { I ~ r- ~ ~ `i• I I I I ~ ` ~ F.D. I ~ I I I I 3'-7° I r-- ao I I ` ' ' I I _ ~ I ° o ~ I cD I d' I I d. I I ~ ` ` . - - J ` ` O^, a I ..4 - ,~p L I I ~ 'V ~ \ / . . . ~ - _ _ _ _ _ ~ _ ~ _ _ _ - _ J ~0 i i ~ \\?C'~S IS 33,0,' 15,_4u i_ a ~I r -0-, 8 4 (V I I I ~0, I I I r , I ~ ~ ~ , I I I °S'. I I I I I I I I ~ ~ ` ~ I I l I i ~ R~' ~v is ~ ~i Q ~ IC ~ i SEE SHEET 3 of 9 ~ i i v ~ ~ 6~~ w 1 0 ~ \ BONUS ROOM I I TRAWL SPAG- ~ I I FINISHED I I VAPOR BARRIER OVER ~ I I l l 4" GRAVEL BASE BARRIER OVER i' ~ \ ~ ` ~ RAVEL BASE ~ °D \ ~ ~ ~ ~ ~ ~ , I I I i I i I I ~ i ~ ~ I I I I ~ i ~ ~ I ~ I I I ~ I I I i i ~ ~ ~ pQ ~ ~ I I I ~ S ~~o° 19,, I I I I I I r--------___~ - - - - - - J \ I I I I I I 6'-4" l I I A. \ I I l I I I I I N ~ ' I - I I I - G/;~~ d. ~ W ~ ~ / - - ~ ~ ~ ~V / /F \ ~ ~ F ~1~EXCAVATED ~ 4" CONC. SLAB OVER r' i' 35'-0" 4" GRAVEL BASE ~ i i . i i ` ` i i i i . i i i i ~ ~ ~ N \ ~ ~ ~ ! / ~ ~ ~ ~9~ ~ \ ~ ~ O / ~ ~ / ~ ~ ~ ~ ~ ~ ~ / ~ I ~ ~ ' / J ~ ~ ~ ~ ~ \ ` ' ' ~ ~ / ~ T/~ ~\J~ ~ ~ ~ U 6'-0" 41'-7 11/16" Z 83'-6 15/16" W FOUNDATION PLAN m SCALE, 1/4 -1 0 2b of 9 13 COURSE BASEMENT NOTE; ® -INDICATES NON-STANDARD HEIGHT WALLS - AS NOTED. RLL OTHER WALLS ARE 9'-1 1/8" HIGH, 4'-0" 44'_4" 5'-8.. RLL STRUCTURAL HERDERS RRE '-0" 8'-4" 35'_0" (2) 5 i/2" TIMBERSTRRND -UNLESS NOTED OTHERWISE. TWIN-3050 24'-2" 3'-0" 3'-0" 4'-10" 4'-10" ALL STRUCTURAL HERDERS RRE BASED o~ 00 8" CEDAR ON #2 SPF OR EQUAL. (MC19 or less). off ~X H WINDOW SEAT off 2020 TRANSOM 2020 TRANSOM H.B. TIMBER COLUMNS JOIST b BEAM SIZES ARE BASED tL 0 TRANSOM 11 7/8" I-JOISTS BY TRUSJOIST BERMS RRE BASED TRUSJOIST "TIMBERSTRAND" ~ ~ FLUSH HDR, RBV. I 5 SH, 2020-TRANSOM OR TRUSJOIST "MICROLAM" OR EQUAL, PER PLAN w < ~ r---------15i_On-------_-~ - - - - - ~ (UNLESS NOTED OTHERWISE) I I i - w ~ o ~ 40 I I 9'x3' CONCRETE ' N ~ I I ~ \ V' , I LANDING W/ KITCHEN ~ ~ PANTRY I I ~ ~ C/~ 9'-0" WIDE \ o POT DINING ~ 24 1 ~ FILLER = ' I 3'-2 1/2" z STEP ~ , I ~ I I ~ ~ o C7 - i ? o ~ N I ROOM = I 0o x° JU' \ ' ~ I ° I x ° i x z m m i~ _ ~ ~ ~ I 1 PIECE CROWN m I Dui J N I FAUX WAINSCOTING ¢ N ~t I I m FACE OF FULL ~ m mJ ~ H Q GATHERING ~ I 6 DROPPED , ~ PED ' ~ c~ w _ _ - HIEGHT WALL o N I SOFFIT I N N ~ O (V (V N I tVl I F- ~ \:i~i ~ ~ N i .\i I L~ p N ' T-STRTI N ~ o ~ 0 ~ ~ 42 HIGH WALL 2'-8 1 2" 19'-0" I T ~ iv I- (V I- ~ ::i::i:ii:.ii: GRS LINE r-~ ~ ::i::i:.:: FLUSH 18 LVL BERM I I STUB OUT ~p~SINK R g'-WIDE DRYWALL ARCH ;CH SIDELITE A, - _ 1 14"' TEMP s;1 b, - 19'-WIDE DRYWALL ARCH 6'-10" 1'-11" 9'-O" 1'-0" in ~ 1'-0.. s'-o" WIDE DRYWALL ~ DRYWALL SOFFIT ~T~ Z 1'-21/2" in STEP ~ r,~, ~ AT T_6.. A.F.F r'r"1 o ~ ` FOYER ~ ARCH 3068 ~ 0 00 ABOVE ~ - 3068 0 o in ~ ~ 1 PIECE CROWN SIDELITE o m 21'-O" LINE OF LOFT I ~ ~ m I 14" TEMP 1'-1" (n I 18"-2 7/8" HIGH 2x6 ~ FISH TANK ? ~ ~ ~ 16" OIC WALL p~ I BY OWNER A9 0o I ~ Z l~ ~ _6.. ~ ~ ~ ~ KITCHEN CORNER DETAIL GREAT ROOM ~o _ IN R/I scA 0o m ao SCALE, 1/2"=1'-0" ~t ~ , 3 PIECE CROWN r ~ - p~ ~ 3 ~ p~ p II LN lV lV ~ N 2468 ~ ~ fV aus N WOOD 3~_~~~ STUDY RAILING iR/1S :JDY o o 2" 4'-0" m 28'-6 15/16" 00 ~ 2468 ~ 11'-6 1/2" m ~ ~ 0 I- o ~ o , ~ o m PWDR m m in ~ ~ o iD ~ m ~ - N 2868 o in ~ A ~ ~ r., cn 3 -0 Sk ~ 9, rig '6,` m m ti ~ , \ in m 2 ~ Q, (V ~ :a i _ ,T ~ 1R/1S ,WOOD 0~0,~ r ~ ~ ~ , N DRYWALL - ~ STEPS ey ~ ~(t-~f~ y., o THIS AREA N R/1 N o RT CLOSET-ONLY m 11'-4 1/2" o v o ~ r--- r__~ 1ti~ i' ~yFgO F~~ f G ~ ~ 1y~: ~ o~ N ~ ~ ~ p~~ ~ ~ ~ ~ r--~ /I ~ ' , ~ , - - I r-i I N ~ BAR I I W I I ~ \ ~ ? / ~1/ WET I ` ~ LNDRY LNDRY ~ Sk9, (A N L_~J UNFINISHED ~I r - - - in ~ L~IUNDRY DRI F OM RBV. ~L~IUNDRY DROP °D \ ~ O~~Rh ~ F~OM RBV. ~ ~ ~ Fq0 0 BONUS xID 611 6'-11" UNPAGED R-13 BRTT - _ _ INSULATION RT PONY ROOM L _ J J ~O~ WRLLS-ONLY WALLS ~ 0 32'-11 7/8" 4~_g~~ 10'-3 1/4" HIGH m fV i ~ LOW CEILING 3 CAR GARAGE STORAGE m ~o ~o H.B. 1'-6" 6'-O" 1'-6" 1'-6" 16'_0" 1'-6" 4~ ~ a~ ' 01 IA,~ d- ~'1 1 ~ N ~ ~ ~ o 0 ~ ~ ~ 360 ~ Ny o ~ o ~ o d~ '.t._ `~9; p`o A lit ~ ~ FOYER/DINING GREAT ROOM/KITCHEN t IS, DRYWALL ARCH DRYWALL ARCH liQ ~ p 6'-0" 41'-7 11/16" 25'-5 1/4" 10'-6" 83'-6 15/16" FIRST FLOOR PLAN SCALE; 1/4"=1'-0" 3 of 9 I i NOfiE; -INDICATES NON-STANDARD HEIGHT WALLS - RS NOTED. 4'-0" 44'_4" 1'-8" '-4" ALL OTHER WALLS ARE 8'-1 1/8" HIGH. 11'-10" 20'-8" 11'-10" ALL STRUCTURAL HERDERS RRE 10" (2) S 1/2" TIMBERSTRAND -UNLESS NOTED OTHERWISE. ALL STRUCTURAL HERDERS RRE BASED 8'-6° ON #2 SPF OR EQUAL, (MC19 or lessl. 3050 GRESS 3050 GRESS JOIST & BEAM SIZES RRE BASED 11 7/8" I-JOISTS BY TRUSJOIST 1R/ZS BERMS ARE BASED TRUSJOIST "TIMBERSTRAND" ~ ~ ATH 24ss 14'-0" 6._3.. 14'-D 1/2" OR TRUSJOIST "MICROLAM" OR EQUAL, PER PLAN (,7,~ 0 (UNLESS NOTED OTHERWISE) I ~ _ in a o w ~ I ~ N c. I RTXIC I ~ 0 in ~ N 2468 IRCCESSI ~ ° N N W (V ~ rM (V C9 _ V ~ ~ ~p o O i (n i )M 3 ~ ~ ~ " ~ O c} a ~ (n ° o w m ^ o 32 ~ in m o 4 " I 6._3.. Z 4~-1 z N ~ H 8-6 3 _ ~ 3 I WIC O io ~ B TH 24ss tV i ~ 2x6 WALL ALL 5 SH. o RECESS N U 2668 3'-2" ~'9 6p l~ 2p iv 12'_3., 12'-3" o i~ w in ~ ~ N x - ~ m °w 2668 '-3" ' x H o ~ 3 PIECE CROWN m m o ~ 1R/1S in O r------ m I i d 2" 3._7.. i 4._5.. (V TRPER~D 3'-7" DRYWAILL , BUMP-OUT RAILING cn I ao ~ \ N I WIC _ WDOD xz BELOW ooA 4 1 1/2 ~ I ~ ~I N~. in T~ I 0 N W N ~ ~ 2C~ T I 2468 OPEN I ~ w ~ ~ d~ I i 12'-4" 12'_4" ° a m _ 2668 2x6 WI 2x6 WALL m o ~5 in w ~ x ~ ~ 17 -0 1/2 1/2" N H ~ h~l 1 0 Ln ~ ~ ~ m - ~ 00 ~ 'A~~ ~ ~ N m m N ~ iv 34"x48" 9:p,, ` A, 2668 1R/1S N r- r- ~ ~ 3'-0'~ uWi ~ ~ I I .1 I - 5,_6~~ \ I m o in I ~ I d' ~ WIC , n I i I I ~ 3 iv 2-0 I I I I 64 I 2468 POCKET DR. I 2p TYP. I I I I I 18 SEAT I 206 ~ BATH A~13. U ~ I I = 3'-D" 4 -3 I BEDROOM I N ~ I W - i (v i ~ OC I N I ~,-6.,x ~ In iv \ I~ N 5 S N 5 SH O s$ , J , W I\ MASTER I N -3 ~ I\ 00 ~ I .-i I O I~ ~ cn I in I TEA GL. ~ I 3,_4•, 4' 3p~ p !'_4" 4'-113/8" 2868 5._3.. i m° I ~ I SHWA BLK. I I RECESSED CEILING I I 3 I I W T~1 ~ ~ ~ ~ \ ~ V.I ~ I 9'-1 1/8" TALL I ~ x ~ I WALL I I I a MASTER i ~ 2068 ~ ~ ~ ~ ~ ` in I I ~ LAUNDRY , . \ ` ~ T°~~ I ~ BATH , CHUTE I I S-0 TUB N BONUS ; i 16'1 I N T-5" ETTED RCCE S \ S / HEA 11._2.. _ ~ 0 RN M ~ ROOM , ~ 1R/1S 1R/1S - \ • ~ 5'-6" NIGH ~ ~ O U 2020 TRR SOM 2020 TRANSOM 4'x4' GL. BLK. ` ~ ~ ~ WRLLS-FORMED BY ~ t ~ TRUSSES 49 1/2"x V 1 49 1/2" Ira ~ ti~ R.0 5'-5" 3'-0" 3'-D" 14'-0" 4'-0" 12'-11" F-i 6'-0" 42'_4" ` ~ o ` o ,o 48'-4" ,yti o ~ ~ ~ 9~l~ p SECOND FLOOR PLAN ' y p~R Dr(~~`~1{~~~ , rF i ,9~ 4 0~ ~ ~l SCALE, 1/4"=1'-Q" ' ? ~°q r ~ F ``,t.;,. ° 4 of 9 L i 12 8 w.~.~~ 1 ' DG " 2 RI EVENT :r•..., _ i, m C! ~ STUCCO Y~ __k W HARDI-PLANK SHAKES HARDI-PLANK 12 SHAKES ~~-~T~._ 1x8 FASCIA g _ 1x8 FRSCI{ 1x6 FRIEZE 1x6 FRIEZE 1x8 FASCIA ~~pp, y~: 1x6 FRIEZE ~ ~ .~r ~ ~ ~ ~ W I ~ i G 1. _ ~.e. W l1T~i~l`I[if TC~I ~lE lx6 e ~ 1x6 'Z ~ TRIM 1x8 FASCIA ~ 1x6 1x6 ~ ~ RIM 1x8 FASCIA ?U- ~ 4 ~ TRI 1x6 FRIEZE 1x6 FRIEZ I C TRIM 12 ~4 ~ Q 4 .i. ~ ~ a,~ y ~.r. 1x6 i ~x~` ~ TRIM Q C°Y 1x6 ~ TRIM ~ 18 RND STUCCO ~ DECORATIVE - ~ U F 1X6 LOUVER TRIM 1x6 , Y,;.. TRIM _ x _ _ x _ -,~T _ "y-` ~Y.~.".f"Y.~`Y- _ ~~...`.~Y'°~1"`__.`Y'~"~ -~~1~!'"Y`k`~"~ ~ .y~ ~6 Yt`~"YT`T`T~ ~ t"`°V"~_~ FAUX BOARD & 2 0 HIGH BATTEN SIDING CULTURED 2'-0" HIGH STONE 2'-0" HIGH 2'-0" Hl 2'-O" HIGH 2'-Q" HIGH CULTURED 12 3/1~"=~'_Q" CULTURED CULTUF CULTURED CULTURED STONE STONE ST( STONE STONE 8 REAR ELEVATION 16' RIDGE VENT 3/16"=1'-0" 12 au,~ 12 8 1x8 FASCIA 1x$ FASCIA 1x6 FRIEZE 1x6 FRIEZE y 1x8 FASCIA ~ , 1x6 FRIEZE ' ' ` + ~ ~.~_~,u ~ 1x6 + ~ ~ 1x6 TRIM ~ ~ 4' RIDGE VENT TRIM ' ' ' l 12' RIDGE VENT ~I F V ~ ~ STUCCO 8x28 ~ ~ v I COMPOSITION SHINGLES DECORATIVE , ~ '~s ~ ~ 30 YERR-TRUE DL 30 YERR-TRUE DIMENSIONAL-25D~ PER SOURRE-MAX 5 5/8 EXPOSURE LOUVER s - ~;~~G CLAY PIPE 12 ~ ~ ~ ~.r+ ~ FALSE DOVE . ~ 12 HRRDI-PLANK ~~,,;5',~.~-.~ ~~~4; COTE DETAIL ~t SHAKES ~R~~D ^1 _ _ ~ R ~ _ L. . ~ _ 7 12 ~~4~~~~'' ! Y CCU `tY ~ °~r~~r -r r r~r~ `r~ ~ r ~ Y~ ~ ~ 7 Cy'Y r~YY ~ r-r`r~ rrr Y Yr~ _r' r-' r Ylk r~-~ ~`Y Y~ ~ HRRDI-PLRNN ~HRRDI-PLRNK 1x8 ARCHED ~ SHAKES BRICK SILL FRONT OF FRONTSOF TRIM-TYP. ~ , t 12 2'-0" HIGH DORMERS- OF 2 LOCATIONS DORMERS- 0 , _ ~ . ~ ~ I"~'1 CULTURED 1x8 ARCHED ONLY ONLY 1x8 FASCIA ~ ~ ~ ~ ~ 1x8 FASCIA STONE TRIM-TYP. 1x6 FRIEZE s- 1x6 FRIEZE PAINTED ALUM. OF 2 LOCATIONS 0 0 ARCH STANDING SEAM ~ v • 3/16"=1'-0" TOP METAL ROOF Q 12 SHUTTER ~ ~~~i~ a~ 12 1 I I 1 I - _ ~ i I i ~ ~ o I I I' I I I I I I I I ~ ~T i~1T . I ~ BRICK SILL' I I :7~ ~~--r.,rr~r ~ STUCCO FAUX BOARD & ARCH OPEN -ARCH OPENING o ~ BATTEN SIDING BRICK SILL W/ ARCHED W/ ARCHED TRIM 18" WIDE VINYL BOARD & BATTEN SHUTTERS 00 ~ ~ ~ 2'-0" HIGH CULTURED ~ ~ 4. ~ _ ao-- ~ , . STONE _ u x E ~ 1~ T~ ~ ~ ~ 8'-0"x9'-0" STEEL 8'-0"x9'-0" STEEL E -0" STEEL 8'-0"x9'-D" STEELFRONT ELEVATIONli4 -l 0 BCOLUMNS BRICK SILL OVERHEAD DOOR OVERHEAD DOOR HERD DOOR OVERHEAD DOOR , I i .n m .n rn N N FIBERGLASm DRAINAGE 16 RISERS@75/8" ~ , ~ & INSUL. BOARD oc z oz 15 TREADS @ 10" ,;t~ 7/16" OSB ~ EXT. FND. ~ o w Q m SHERTHING Q WATERPROOFING w o =12'_6" FI ~°r~9 A w/ CLIPS or MEMBRANE ~ Q T Q (D ~ V' 1/2 OSB ~ ¢ o Q . T a+~ SHEATHING BACKFILL~ Q coo TOP OF COURSE 13 rb ,qp.. ~T~ pitch ; ~ ~ WEATHER LIP B"t ~ .f~~ 4 ~ ,w,^^ ~ ~ ~ ~ 1x8 FASCIA OVER ~ 2x6 5UB FASCIA R-30 .o ~ ' ~ ~ ~ ~ Vl ATTIC :i ~ ~ ~ ALUM INSULATION ' 'GRAV~L' • 8 CONC. BLOCK GUTTER •;;;:.;1 W/1 1/2 DRAINS 4 GARAGE ~ ;1•' ~ ~ ~ ~ ~ THRU WEEP HOLES SLAB OVER 4 :~::•I 6~_0~~ O..C. MIN. - - - - - - - - H 2x2 EAVE ~ ~T~ \ H BAFFLE • • • .J, F=+S'-4" GRAVEL BASE SOFFIT • FOOTING DEPTH AT OVERHANG 16 x8 CONC. ~ , ~ 0 PER PLAN POURED ,n,,, GARAGE DOOR MAY CONC• FTG. FOOTING , p VARY TO MAINTAIN FRIEZE REO'D, DEPTH FOR O ~ ~ O ~ PER PLAN FROSTLINE. Q ~ U w SCALE: 3/8"=1'-0" ISO fD = ~ ~ m ~ ~ \ ~ SCALE. 1/2"=1'-D" Z m 15 RISERS @ 7112 WOOD BASE _ , H ~ _ 1 ~ I~ IT^1' -9 -4 14 TREADS @ 10 u = f II 11 7/8 I-JOIST 11-8 i u 11-8 INSULATION ~ RING JOIST ` ~ 2nd FLOOR ~.0" aus R-13 INSULATION 12 O" PER SPECS. 1 5EE ELEVATION FOR f-i ~ EXTERIOR 2x4-16" O.C. STUD WALLS 7/16" SHEATHING ~----VAPOR BARRIER 3/4" T&G OSB (NAILED RND GLUEDI STAIR SECTION BUILDING WARP SCALE; 1/z° = 1'-0"' 11 7/8" TRUSJOIST RIM BOARD 11 7/8" I-JOIST 2nd FLOOR 4 MSTR ~ ~ n, MSTR 4 ~ 2x6 MUD SILL CLOSET W/ 1/2" FIBERGLASS SILL SEALER 1/2" ANCHOR BOLTS @ 6'-0" 0/C ~ ~J./ ~ m AND WITHIN 12" OF t ~ ro LAUNDRY CORNERS• MIN. 15" EMBEDMENT 1st LOOR ~ r-I 2 3/8" INSULATED - DRAINRGE BOARD 8-10.0 ~ ~ Ul N \ p # 8 REBRR ~ O ~ 1 48" 0/C 4 ~ m i i 7• 00 ~ ~ " ~ ~ ~ , V (V ~ N ~ i ~ O • 6 t ~ m n i ~ 1 v, 0 BONUS ~ ~ lVi~/J 1st FLOOR ~ ~ 00 GRAVEL BRCKFILL ~ N BONUS i m • 8" CONC• BLOCK o ~ ~o a~ ~ ~ 1 i Q WEEP HOLES -16" O.C. _ _ _ - - - i ~ _ _ ~ i TOP OF SLRB - - N j ~ i ` 3 1/2" CONC. CEM• COVE ~ io SLAB - - - - - - i ~ i ~ m 8"x16" CONC, ; CRAWL ~ ~ N FOOTING • ' ~ • • SPACE ~ n ~ ~o ~ a ~ r a 0 ~ . 4 GRRV L .e.' BASE 3" DIA• PLASTIC FELT FLASHING PERF. DRAIN TILE TOP OF SLAB SECTION B-B SCALE; 1/2" = 1'-0" SCALE; 3/4"=1'-0" SECTION C-C SCRLE:1,~" = 1'-0" 6 of 9 4~_~~~ 8._3.. 35~_0~~ 2'-8" 2'-D" NOTE: FLOOR JOISTS ARE 14" I-JOISTS BY TRUSJOIST 6' THEN 16" O.C. OR EQUAL RT 16" 0/C FLOOR FRAMING SHOWN HELD IN 1/2" ~ PERIMETER W W o~ I m W Q 0 1 (V H N U T 2'-p.. 4._$.. (2l 1 3/4"x 11 7/ ' T.S. BEAM m ao auZ ~I ~ II I I II x II ~ II ~ m ~ ' ~ m IN N N II " N II /~T y LL r ~ W I ~ y a I ~ ~ I I ~ W (A ~ ~ ~ m ~ i ~ ~ ~ ~ I I , i - - 4"x 11 /8' ~ ~ ~ ~ ~i i ` - - I I L I I ~ T.S. BEAM ~I T.S. BEAM i I j _ `~J' ~I ~i i i ~f I (V V ~ O I .-i ~-i , ~ ~ ~ o ~ c~ ~ ~ 4,, V J . r~ r--1 F~'1 U~ 4, `n 0 21'-9" 7'-5 1/2" 11'-6" 7'-7 5/16" T-7 5/16" 4'-7 3/16" ~ ~ ~,.r ~ i, ~ 1 ° 8~~8 ~ C," ~ a ;~~`t p~ ~ FIRST FLOOR FRAMING PLAN SCALE; 1/4"=1'-0" 7 of 9 I 1 NOTE: FLOOR JOISTS RRE 11 7/$" I-JOISTS BY TRUSJOIST i OR EQUAL RT 16" 0/C 44'-3" FLOOR FRAMING SHOWN HELD IN 1/2" ~ PERIMETER ~ U1 I ~I r_, I ,I w I II I ,I I II w I I I ' I II 1 i ~ o I _ JI ~ F'-jI ' - _ \ ~ Thy ` - L` tV i r_ ~ J .m-i W i I r - - I c-I > I""1 .-1 i i III II ~ '~~i II ~ I X J II ~ II ~ _ II ~ II ~ In II ~ 11 m ~ II ~ II J O ll~i ~ II ~ LL I~- - 1 ' N i U r------- II ~I - - , I (2) 1 3/4"x 18" LVL BEAM fV I \ - rT~ 'a OD L^J_J I _ I I ~ (D t I I t>7 i 3'-6 1/2" I i ~ I o I I I I I I I I 8'-0 1/2" 10'-2" 1'- 1/ " 15 5 1/2 I I aus m I I I r-+ I I t 1 I I ~ I I 1 , m I (2l 1 3/4"x11 7/8" LVL ~ I ~ I I I { I ~ (2l 1 3/4 x11 7/8 tLVL I (V I I I I h ~ L.--.--- . . ~I it I 11 ~ r 3 - - i i i / J - - _ I I .I I iS ~ / In I m I I ~ I ' ~ I ~ ~,,~1 t I / 11 m /i I 1 1 1 ~ 11 / I / bo I ~ I / ~ I (V \ ~ 1 11 11 / ~ ~ i / 1 111 t , N I / / 111 /1 ~ ~ !~'1 fn I ~ ~ I 1 1~1 r~ ~ I I / / v, ~j I y~r.~ I / I I I I / 9 I , V I _ o ~ 4~ 34'-10 1/2" 21'-4" 4" 3'-101/2" 10'-5" 1'-S" 7'-3" ~ 'Q h~1 L FRAMING PLAN MASTER LEVE SCALE 1/4"=1'-0" C4ND FLOOR FRAMING PLAN SCALE; 1/4"=1'- .E. 1/4~~_1~_~~~ I ~ 4- ~ ~ l Cy y~4 ~r ~ ~ o~ y„~ a,,, ~~~I ~y~ ~ p~~yl'~ ~ a-~-, I 8 of 9 I I 12 1 12 2 O 10 1/2" ao TAIL 3 r 12" O.H. 8 O.H. 10 1/2 11'-41 11'-41/2" 4 TAIL r -r- ------_-i I w 5 12 a v1 I HIP SET HIP E I I I W I I R6 GIRDER F= I r I W I I I I A5 F- I ` ~ I A4 r I I I I 0 10 AI2~I~~ ~ _ , F= o A3 I I , _ ~ m w: n W I o F"~ N I_ I A2 P - I I I N I I 101/2 2~_6~~ TAIL '.'-6" 11'-11" 16'-1" 11'-10" E_ I 12" O.H. I H I I I I 42'_4" 12" O.H. I = = _ I I , U t I P' I o~ _ o ~ - I H pp I ~ '~~1 L2 ~ ~ ~ ~Ls~~~~ R=~ ~ 1 T , `~~~1 ~v2e3 - ~ t 1,>~~g ~ I 2 0_H^ , 12 ~f a~~ 1 A c c.: - , _ x V Y 2 8 0 ERLR L4 RAFTERS AT L4 r..~ 4" 0/ W/ 2 C r:.~ L1 2x10 RIDGE r~i 10 1%2" a~?L 2 1 /2 TAIL o TAI L2 00 Zx8 OVERLAY RAFTERS At 44'-4" w 2x10 RIDGE ? 12 H ~ L4 - - - - ~ : - ` G 4 12 I I 12 Z + ~ - II 10 1/2" 12 6'-0" TRIL 00 II ~ ` a I _ _ II U~U 10 1/2" 12 I ~ - TRIL I r-----------------------,- I , w0 ~ I I ai~ii i lL-" \ ~~j~`: 12 O m `f 101/2" I I I iit:~i: Q~' TAIL ~~i ~ ~ t/ / ~i ~ 4 - C) I I i :U : i ~ ,/y ~ . ~ So ~~N I I I "'i~li:,: N ~ I B1 i.:l..:: , ~ ~ 10 1/2" t, N t~ 4._4.. TAIL '-41/2' fir/ I I I :E;:; iii I I B2 4i fi ~ ~ 2'-2" : i:;f;:'•::' I 1 I ::~:Ia.:;;: / ` ~ ~~i ' ' iii ~n ~ ~,N ~ Q~ ~ I I B3 :ii; lit~:~ I I I ~:'':1;:~;. %i 12 ~ ~ C :::;I:.;:::: 1 :::~:E::::: ~~!ii. N ~ ~ I I B4 . ;;i::,:4:i r~ s' ~ 12 ~ 10 1/2" r""~ ~ ~ F `.:,.:;iii::, ~ TRIL ~ I I I i4:::: 0 I I I BS ~ 4::::: ~ I - - - GIRDER ~ ti _ - - c~ ~ o0 I ` ~ O I I I Q ~1 2x8 RAFTER ~ HIP ET ~ + ~ ti N I S ~ ~ - - - - - ~ 1s'-s" 10 1/2" ` Q ~ ~ TAIL 12 8 O.H. 0 ~~p ~ l ~ 2x6 OVERLAY ~ , ti ~ ~ 'y ROOF FRAMING PLAN T + ~ 12 RAFTERS R ~ R1 SCALE; 1/4"=1'-0" 24" 0/C W/ ~ ~ V~ ~ 2x8 RIDGE ~ ` ~ ~0~ Q w ~ w ~ ~ z 2 ~ ~ Q ~Q O 12 ~ ti , 4'-4.. 3 ti ~ ti} \ ~ 12 4 z o. S 12 1~~, ~ . 8 0 •h py ~ " o~ ~ i~ 12 ~ 1~AIL~~~ o 101/2" TAIL 12 12 ~ " 10 1/2" 44'-4" 2r-o" 10 1/2 TAIL TAIL 10 1/2" i8'-o 1/2" 10 1/~ 10 1/2" 9 of 9 TATL TAIL TAIL i i i