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07201238 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date XG-1 Application No. 0-' ,2(D1 -7-_2,,-P, APPLICATION FOR ELECTRICAL PERMIT Job Address 3gLD LJn e n _a Q Parcel No Subdivision ?v ~s~d~ Wa9 S Lot No. i o Owner Name I1 f U1-h 1 w 140m e S Telephone \ 4-1 Contractor Name, Sc ~ G~Y-%c' Telephone Lo l g{ Contractor Address 1~ l S ~ r LL y- - ~ Dublin Registration No. Q ' 2-1 -7 Residential: New Sq. Ft. `ig?)~ 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. ~LLtiL`_ 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) cv Total $ JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, s. and may be revoked at any time upon violation of any provisions of said 14ALW Signature of licensed contractor or homeowner 21 r`~ # _nry__~ W_ V W'% - I Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201238 Date 1/02/08 Revision number . . . . . . . 2 Property Address . . . . . . 7386 LINDEN LN Parcel Number: 273-011500 Alternate Address: RIVERSIDE WOODS #10 Tenant nbr, name . . . . . . SQ FT 6312 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/30/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201238 Date 1/02/08 Revision number . . . . . . . 2 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 260.00 .00 .00 260.00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 .00 .00 260.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201238 Date 10/03/07 Revision number . . . . . . . 2 Property Address . . . . . . 7386 LINDEN LN Parcel Number: 273-011500 Alternate Address: RIVERSIDE WOODS #10 Tenant nbr, name . . . . . . SQ FT 6312 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 580.00 Plan Check Fee .00 Issue Date . . . . ko.$5 -q Valuation . . . . 0 Expiration Date . . 3/31/08 Qty Unit Charge Per Extension BASE FEE 140.00 11.00 40.0000 RES BLDG PLAN REVIEW 440.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/31/08 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 20.0000 RES HVAC 220.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/31/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 10.0000 RES ELECTRICAL LOW VOLTAGE 110.00- Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/31/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201238 Date 10/03/07 Revision number . . . . . . . 2 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/31/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPS, 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 Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201238 Date 10/03/07 Revision number . . . . . . . 2 Other Fees . . . . . . . . . RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2670.00 .00 .00 2670.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5784.00 .00 .00 5784.00 Grand Total 8454.00 .00 .00 8454.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. APPLICATION FOR BUILDING PERMIT D • This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER Q --T• ~1J ~2- 3 LJ Issued in Ohio Under Authority of Dublin 0 Auditors Taxing District 273 Parcel Number 0 ? Address of Property 7386 LINDEN LANE L O i Subdivision RIVERSIDE WOODS Lot 10 Applicants Name VIRGINIA HOMES Phone Number (614) 228-0404 Email Address ROB@VIRGINIA-HOMES.COM Fax Number (614) 228-2454 Owner's Name SAME AS ABOVE Phone Number Address c Designer's Name Phone Number c G Address it Q Builder's Name VIRGINIA HOMES Phone Number (614) 228-0404 Address 209 EAST STATE STREET Builder's ID Type of Improvement New One-Family Residential Improvement Cost $408,200.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas 4 Appliances Per Unit Number of Baths 3.5 Sewage Disposal Public Garage Type Attached Building Height 35' Water Supply Public Number Car Garage 3 a Building Zoning Unfinished Basement 23762374P Lot Area 13,897 Finished Basement N/A Total % Occupied by Structure L Lower Level Front Setback 36.15 c > 1 st Floor 2376 c'?37 Rear Setback 39.87' i v 2nd Floor 890 8'Q0 Right Setback 25' a 3rd Floor N/A Left Setback 7.75' Q" Other Lot Width at Building Line 115.0' Garage 737 &76 Deck/Screened In Porch N/A Zoning District Gross Square Feet (p~/ Existing Use of Property VACANT Building Area at Ground Level 2779 Living Area 3266 Flood Plain ? YES ? NO v 0 Z Excavator License Number Fee Schedule 0 Plumbing License Number Initial 1= Electric License Number Occupancy c HVAC License Number Footage Fireplace License Number Zoning _c 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam c L 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 Gas Piping specifications submitted herewith, t t information and statements given on this pplication, c drawings and specifications are o the be t of their owled u a correct, Other Q Signature of Applican O Total Date Received Date Received Date Received Date proved Date Approved ~2 2~ U Date Approved Zoning Official Plans Examiner Issuing Aut or' 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 NoA 7 `.2 0 123 c ~ o N CL c, a Date Reviewed $ f 02 JO 7 E E 0 Cj U C v C Plan Reviewer's Comments & Notes Reviewed By O Eo Z c R a v a a N SCI b p _AZApproved Disapproved o Z v, > c CO OBBC Modal Energy Code MEC Check worksheat reti~.ired Manual J/Electric Loads Houses ovor 3,000 Sq Ft. Ordinance Stair Risers & Treads 7 3/4' max. riser 10" min. treads and 6'8' headroom R303.6 Stairway Illumination R311 Handrails & Guards V R312 Schedules Required on Pla°s; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance ? Figure 307.2 R307 R308 Required Safety Glazing / 1318's. c. or 20 min. door and 5/8' gyp. Bd. Type -x" on R309 Attached Garage Fire Separation ? all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24"net hgt. 20-rot width) max. window still hgt. Of 44" a f f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8", habitable space 2/6"x 6'8'(min) R311.4.3 Landings Minimum 3'x 3' R311.2.2 Understair Protection 1/2' gyp. 8d. Type "X" R313 Smoke Detector Locations Bsmt./hallway/bedrooms s,,~-ed to prime electriclbaltery pack - upfinterconnected 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 @ 6'0" cc;7' into masonry & concrete Stamped engineered founda::on plan required for R404 Foundation wall sizes & reinforcements ? houses and additions R405 Foundation drainage systems R405 Damprooring or waterproofing ? R502.3 Floor joist(s) allowable spans Lumber specifications required on draw1rgs R502.5 Allowable girder spans Per Tables R502.5(1) & R50?.5(2) R502.6 Bearing 1 1/2' for wood & steel/ 3'f--r masonry & concrete R502.11.4 , Floor Trusses Engineered design required a: Frame Inspection CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION f PLEASE PRINT ALL INFORMATION Applicant: r) Io' 44Orne,,, Company: Site: 9-2;6(_o Linden Lane (Provide Detail Plot Plan of Lot) Lot No: 0 Application No:v /"J5/z 3 3 Subdivision: R 1 q e1 s)C, woodo- PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11, Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt L314- Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP -4 i CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. 0(7I ~WU " r- APPLICATION FOR ELECTRICAL PERMIT Job Address 1.~ 1 -Q Q YL~ Parcel No Subdivision , - Q Wr) -Lot No. r Owner Name VI V !2~'1 h t 0 - i"Iyv-n~ ~ Telephone ~C~W-e ? ~I t~ LG 5 elephone cu I,l) ~l Ci -7 ' tb_'~_p Contractor Name l t i_ Contractor Address 5Trjublin Registration No. 0-7- Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 ................................................................................1L~ $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 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 C emulating struction, installation, repair and alteration, and may be revoked at any time upon violation of any pr isions of s is Signature of licensed contractor or hom owner Division of Building Standards Date: 1/1/2001 y CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201238 Date 10/15/07 Revision number . . . . . . . 2 Property Address . . . . . . 7386 LINDEN LN Parcel Number: 273-011500 Alternate Address: RIVERSIDE WOODS #10 Tenant nbr, name . . . . . . SQ FT 6312 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/12/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201238 Date 10/15/07 Revision number . . . . . . . 2 Special Notes and Comments Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN. June 10, 2008 Division of edMq Standards Tammy Darst 5800 Shier-Rings Road Stewart Title Agency Dublin, Ohio 43016.1236 259 Schrock Road Phone: 614410-4600 Westerville, OH 43081 Permit Phone: 6144104670 Pox: 614-761-6566 Automated Inspection RE: Permit Address: 7386 Linden Lane tine: 614410-4680 Web Site: www.dublin.oh.us Permit Number: 07-201238 Dear Ms. Darst: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, J ffrey S. Tyl r, CBO irector of Building Standards _0/13112008 09:37 FAX 614 228 2451 VIRGINIA HOMES Ij002 I)JAd m of $Wdbg X1118 5800 War Rings Road Dublin, OW943016 Phone: Vf= 6141410r4= 7C04,1TY OF 1RUB ' N IAapeo13oA3.=.614d410AW COIVDMONAkL AWROVAL /kC MUMU NT 1~is a Beat anadc~ aAd plbs~d.iatp by attd botv~?eau Vir finis K06*89 Ltd- Fleraiu aflertato~tns'ai the Project. Contcw t, and cci . aiad .7aya~s P=issv4ra limoinaltar bo m fie .*w OwmKWcupmt, and d a Cky of Dublin, {haWaf erkAmm a dw City, w16 muWaliy agar and oovesmat as 1!bllowa: 1. The prWact Oeamd mot, Who-is muhuctiplp, a new pra nim at 7366 ' Linder} Lana Hu11 tg j mit Nv. 07-201238 hu spplisd fat's CulMaato of 0ccupa=y. 2_ The pm;uiscm, as of to daft-rids apsomeat k signed, has not: and all eta of the, Dublin CoMed eaa, hw*sitsr lwvm as ibe Code, and ttt+emetme additional Sntt1' aapectio w tannotIN approv" 3. 'Tlte llst,of ittnas, wlticb is summhO la acrd is a pact af` dw s 4 in aoctpted by botb,the Project b1mg=i0an ral Coutrsctot aad,tito.br~aartOoaupatnt, docutadatstfmo of thorn: itauns,necasary to be eompktad puiorto 61,VVJ94secei tBoat spproval. 4. Actor yw1od * aam ' dw prcftbn ' arc act act *md and that ontain items, as drown, art mo*qnsab ame Cam of the Cky, due 0wtae Y0c9vpa4 requeats that dw Qty anam occupancy of'4a premises and use pfthv mparty:as of tbs date of We sgroanneat. 5. In room jur such mss. Cdoc dcv% l' Approvst, to Piteat Adasia en+al Conuraetot. agrees to eomplats till it'eaa as shown ky (date) Jtcas 1, 2008- and Rudd agt+m to, release, bold hamicat aid ititii3emtt* **CW ad fib apems, aadw pad employees ftm any and sit ob4 aaioo, lisbib V, and/evs Wity That might mist is, a mn* of pmW%og occlipmy under a Cap boW Approval A t•, 6. in m= fordo C IV allowins' mWidonal approval, the OwmstMcvupsnt hereby.rolms" the City. its ag1" now sad advl" fi= dq sad rill ob0si iom and/or roap am iMlides rchud to the comoctiant of an pranoism a Ad-flt&m,%gcm to, Music and hold harmless •tltc City, fits- sgcmts, asigas and- vmooyees from say ad • oU liabAtty d at: might mile as a Iseult of occupamY of the prearii. Pwd w, the *wnea/Occupu locepts the vap4m0tl'1#? tbr'tbe cotttylman of those iteme shown as inoonlWWty, and mogpiaas that die City amy revoke the Condthoail Appmval T~ t1W OCCUPANCY ter n vfz' t*dmi 01 • ~ ,.o. cis vay sso sioY VIXUINiA HOMES 0003 Awoaawtt oa lj tlrt prma~itta to be vawh4 wWM Ytlt Ctq may i ddit kwl•aotWN it Qww i j%W ate aot o"o td an a b=*, add WMAD *A Wbpdt b OW 904 tk ittot 1. oi" 06 ysoamoat. '>!,o O~ aorta do t6t CW w ke swot ,Intl bars Atli ,coma b 64 proPoefy to UNPK a 14 it's, ~ gad: t obsi" ,dlaorwm aawt to bo roads may bspcoA"mt ansmy m kips ow PA of .68 punim iob empliaca.wig d& Can www Awohl 7, mm owom eon w" and * lrq* Mta aanl Cad amt bolt aim &d do Chr. by "cqmft,"g Apamm is dlowft oooaptaoy as of On dgs'of 0* ApevnW bat is w we wsiv .'tbt tt~ oe 066*0 ribt>qui" my tivw s&oc poom that h would baw if dais C ~ A,wMOwrt srn+e;aot b sniet. . i; i .t. '!Ls OwatdOoonptot;aslmoAKltdwt. *a be it WAw ao obliptiort w>>tst w#W tO 6WW into this Apmm@nt. but fed abort !dr•Aarw wdo Comild" Approval to. m dw propwty vaU not be 0- 4 g. wit C= tdowl Appwwl Apuatoeat will am a•tbs T.UIpaaaW Oaouptaay ltir~aoit ttn 8uildinp Offid~i =11y daas in aoooad iw YAdt 4101:2:1.27(g) o`,the OWo A attm Cods wbm'ft i • ' gl*o ovW otda Wiift-woftes trot bass mmp*K but te•8ulldlar Official bas loss cared the btu calm omp" a". t Project Daft Cvdtaotor (8ig~taaae) igleasa rstov 4. Albn4" gotc' vim Man MAO XQUI)i J. yr JtFtnas lsimsvara i • r I I ~ • i i M--- hp 2 Ott low" I -stewart title agency of columbus May 12, 2008 Jeffrey S. Tyler, 080 Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Address: 7386 Linden Lane (10 Riverside Woods) Building Permit Number. 07-201238 Loan Number. Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $5,000.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Approval Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, C7~540*p Tammy Darst Vice President of Operations and Escrow Division (614)818-1103 259 West Schrock Road, Westerville, OH 43081.2874 614.895-0200 + fax 614-895-0394 + toll free 888-978.3927 ~ r~ -~r.rr rrrrrrir.rrrrr~rr.rrr CITY OF DUBLIN .Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type f ".V Application # 7 - ~D 7 3 F Date The undersigned inspectors checked your property at 73,5--6 z,,, for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 7' 40, 4. ? APPROVED ? DISAPPROVED By j- y Lc~.yG CONDITIONAL CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION / PLEASE PRINT ALL INFORMATION Applicant: Vie t n CL No"'teS Company: Site: _!73 a(r LtncleA Ln (Provide Detail Plot Plan of Lot) Lot No: In Application No: ZD( a38Subdivision: t~irl~C Std VV[_ PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved UApproved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 0_"5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 00 Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date:.. Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Inspection Type(s): ZONING INSPECTION FORM Residential Land Use and Long Range Planning Commercial ? Code Enforcement Other ? 5800 Shier-Rings Road; Dublin OH 43016 CITY OF DUBLIN Rough ? Final Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit Project Name: Project Address: /A dew .,A/ Contact Person: Contact Phone: Approved Plans, Checklist Acces ory St ture Installed per Yes bj~ No ? and Permit on Site Yes ? No ? Ap oved Pl Landscaping Installed per Encroachment of No Build, Yes D No ? Approved Plan Yes El No No Disturb or Easement Area Patio / D Ins led per Yes ? No ? Ap ed Pl Service Structures Yes % No ? Screened per Code Sign Ins!!pfled per Yes El No D Aovofl Plan Zoning Approved Zoning Conditionally Approved (See Comments) ? Zoning Disapproved (See Comments) ? Date of Inspection' Inspected By COMMENTS Zoning Inspection Form PLA-120 Date 5/1/08 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Typ r 20 V(44 Application # 0 7- aD f ~ 3 Date 5 O O r' Cam. The undersigned inspectors checked your property at 7-4 la ) P m] J ~ for compliance with Building Code. Any violations listed below must be corrected within days. Z _ y t AI e~ C~' C 0 V L t t Aff hbw ~ t .2 ~.~5 c= Al, 'i /V ( LAMe VA4,1 A AA 11-' M, J R1.-J' A ? APPROVED 0 ISAPPROVED By f _ - ? CONDITIONAL CITY OF DUBLIN Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016 Inspection Requests: (614) 410-4680 Telephone: (614) 410-4670 SUBCONTRACTOR DISCLOSURE Application Number: 07-201238 Project Address: 7386 Linden Lane, Dublin, OH Lot X610 Riverside Woods General Contractor: Virginia Homes, Ltd. Telephone: 614-228-0404 All registrations must be current through the issuance of a Certificate Of Occupancy, including insurance and all applicable State Certifications. TYPE NAME DUBLIN REG. # (required) EXCAVATION Eagle Grading & Excavation 121-08 ELECTRIC Safeway Electric 277-08 HVAC American Air Comfort Tech 1486-08 PLUMBING Accurate Plumbing 17-08 CONCRETE Carl Gioffre Concrete 1575-08 LANDSCAPING Eastside Nursery 94-08 SANITARY SEWER Eagle Grading & Excavation 121-08 The General Contractor is required to provide a completed copy of the above information to the Building Official at the time of the Certificate of Occupancy inspection. CITY OF DUBLIN CUSTOMER RECEIPT .Batch ID: 5/14/08 01 Receipt no: 10791 Type SvcCd Description Amount 2007 201238 BP BUILDING PERMITS Qty 1.00 $300.00 VIRGINIA HOMES Tender detail CK Ref#: 33210 $300.00 Total tendered: $300.00 Total payment: $300.00 Trans date: 5/14/08 Time: 9.:34:56 THANK YOU FOR YOUR PROMPT PAYMENT I W' ®fifth Third Bank 33210 , OHIO VIRGINIA coLUMS 25-216/4 61440 0 VIRGINIA HOMES, LTD. 209 E. STATE STREET COLUMBUS, OHIO 43215 Pay• ***************************************Three hundred dollars and no cents • DATE CHECK NO. AMOUNT May 13, 2008 33210 $********300.00 PAY TOTHE City of Dublin VIRGINIA HOMES, LTD. ORDER 5800 Shier Rings Rd.aGts.d'~r OF Dublin, OH 43016 11803321011' 404400216W 728LW248011' No.: Project Address: Building Permit Ins ection Date AP DA Ins Comments Inspection Date AP DA Ins Comments !J$ ~ . Plumbing Insulation 41a Under round Sewer (0 Footing Final Electric c". ~ O? Foundation 1,4"5 Final Steel r®oT~ .J = Plumbing Foundation ,.(1 Final HVAC /3/og p /y Final Gas , G 21 07 2 3 ~ -D ~ 'To!'. Radon Preslab p~ n3 ` ~Z Piping Rough Engineering 1 1~(GY A Electric (CwA) Engineering /18/0$ Electric (Pre-Sod) Service 5 Final S P+~ MoD Rough fr;, ('h Engineering ~jC&O Plumbing \ 4" tk 5 ` Gas Piping x\ ' t~ nr (.;43' t1 t~l.vL" r-S tab i , r r r-r , c~ '+~y~ ~ ' : 1 a ~n t t (Rough) 4 QS 'P Rough HVAC iI law JW Final Zoning Fireplace e +J- CA-&, 4e'" oning Rough 1~~°1C Occupancy >~f ~L Framing 3 z' ~Cg lie stew -art title agency of columbus May 12, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Address: 7386 Linden Lane (10 Riverside Woods) Building Permit Number: 07-201238 Loan Number: Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $5,000.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Approval Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, L 3~Q Tammy Darst Vice President of Operations and Escrow Division (614)818-1103 259 West Schrock Road, Westerville, OH 43081-2874 614-895-0200 + fax 614-895-0394 + toll free 888-978-3927 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 7 3 ( G~ ./F, -U lr PERMIT NO.: 7 Z U / 2 3 BY:°if> - -~-'p FINAL INSPECTION DATE: 1? s 1~~ Building Permit No.: CD " -L-} Project Address: Inspection_ Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation 4114,66 Underground Sewer 'A H Footing Final Electric Foundation 'l2~ Final Steel r13 C-'~7 . Plumbing Foundation Final HVAC /3ja~ ~v ~3L its Radon , a-' 2 s' z 8~ Final Gas paA . CZPiping l ~W~1' Preslab Rough Engineering Electric 1 1~~~ y A (CWA) Engineering 118/09 qQ -A4,y, Electric (Pre-Sod) Service 0~ Final 5 TW A~ <-oD Rough; 5 ~C,~yf Engineering ~'~~OOt7 Plumbing \ tk ` Gas Piping i Kv ! ip dry , ~G h ~ 134 AM CAA (Rough) all-3:o$ bew n. Rough HVAC [I 6 AP V Final Zoning Fireplace b~ aP't- Zoning Rough 1y111a1 /N(c Framing Occupancy 1 ti L~~ •~-~~r'~'v ~ I~ r 5800 Shier Rings Road CITY OF DUBLIN Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: NirR t n~.H nVAe 5 Company: Site: 7:5 8(, ( _i n P-acl ~ =1rt (Provide Detail Plot Plan of Lot) Lot No: In Application No: 'j- Pt)(?-3 Subdivision: RiVerStdP VV S PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved 2-Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ?4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk &1/5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec-7-3090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 1~~Z Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approve prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: 4"',-Re-Inspection: pproved fyft& ? Disapprove~-d ? Conditional ft ri) f lr in - Inspector: J Date: 5 f LLl Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP T. C.BeQ . 6 T C. 884.7 Hw) > 877. TYPE C , Fence 885.3 ~r 8.0 Ex' • 887 3 86`~ 882.01, 5 884.5 884.9 886.1 886. E 6.0 Q , 88 to o . 8821 `t 884.2 84.2 886.9 2 4 1 i 883.2 884.1 v 8 .9 Ex. j I p, _ _ - 84.3 885.0` 885. D 884.9 4 h 7 885. 881.0 883.0 884.0 883. 9 .3 T C. 883.6 83.4 _ - 8 - T. C.883. O " 883. 883.8. - Ex. ' T. C.883.0 884.0 884.5 s e X 885.3 84.6 8800 ~ 881.2 82. s ` 82. ~ G~ 1 o I ' . e2. V 879.4 884. o n I A 3 884 j ' ^ Q T C.882.2 .72% 879.4 T. C.88 .54 884.4) ~ \ ~ Bui/ t ZJ ~~k0 Ing REVISION DATE & REQUEST W5750 esesChanterville, dler OH 43082 Court NC 09.19 07 REVISE TO DUBLIN SPECS. W TT E-Mail: hoyssin c@aolaol. com i a 1y.1S.o7 RE11E11CRAD1 O1105ftP.DRIVEwAY Phone (614) 895-1922 SU7ZV YTNG Survey Fax (614) 895-1949 SERVIC S, INC. Construction Fan (614) 895-9549 FOR VIRGINIA HOME HOUSE STYLE 515 "A" LOT/SUBDIVISION 0 RIVERSIDE WOODS Cm OF DUBLIN SCALE 1" = 20' ? PB. 107 / PG, 42 DATE 08-15-05 ORDER NO. DRN. DR/AB CK. FLOOD ZONE X / COMM. PANEL 390490 ? PAGE 0126E ? DATE 08-02-95 ? MINIMUMS R:25' LANDSCAPE CODE REQUIRES DECIDUOUS TREES IN THE S. 1 FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT to m n OF THE THREE TREES WILL BE FIELD-VERIFIED BY m~ ~m 0 THE CITY OF DUBLIN PRIOR TO INSTALLATION. <c~ M r4 r" Z mo 878.10 S 003941 63.75' W z z Z ? EX, ,i N A 2 TNO / 876.80 rczn -e D15 U ZONE B 35.41'11 m n r- 7.14' O p m l 0 m A/C UNIT ? o° 17.00° ? 3 8 ° 15.33 ~0 0 td 882.00 00 00 23.33 2X ag 9 a W F.F.=884.90 000 T.W,_ 887 0? of 0 0 ? v B'F'- 879.251 "I oN 00 4ROpOSV S n tv0 3.67 885.74 88321 11,33' ? W 6.67,1; `06.67 11.67 / 12.67` 25.00' (,8 rf V 00 M g83.8 883.20 ~ M V 9.00 r'_ ~ (60 jT)..... ]2.67.,.....,.._ 885.82 3S BI G • LINE (47.28' _ E O S, S874, 60~ - - 1------ 20, D1~ - - t/ 36.69' V/ ? 884,1p EASEMENT SLOPo - 885.2 C 2.31 /D ? 16' 81b S 0010, 00 884.20 L1 R 30'50'52" r v J 5 K °3 41 11 W W AL ? 125.00' 9$4.91 883.69 WATER TAP ~BMCI 883.85 884.51 INDICATES CURB INLET FLOOD RO~EOR? T.C = 884.26 -`'"IEN(1NEFR1N000l1P11ANCE Cityo(Dulhfin 7386 LINDEN LANE 60, APPRO VED AS NOTED NOTE : BUILDERS TO PROVIDE 1/ e ('P o9..AS 07 TREE PROTECTION DURING ALL I HEREBY CERTIFY THAT THE *"NOTE: WATER SERVICE SIZE = 3/4".'~/ PHASES OF CONSTRUCTION. GRADE ELEVATIONS SHOWN ON BUILDER TO MAINTAIN THIS PLOT P'L.AN ARE THE PLOT PLAN s, We hereby certify that the foregoing PLOT PLAN was prepared from C EROSION CONTROL RESULT OF AN H~ BUILT" SURVEY infonnation provided by the Client and data obtained from Engineered PERt,jRMED ON Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA purpose of obtaining a bnii4ina permit. The use of te hPlot Plan for any FOR HOMESUILDER PRICING AND ESTNATION PURPOSES ONLY _ other purpose is strictly prohibited. LOT 13.897.0 wux 497.0 T,_DATE ~P STEVW House 280 1.0 Soo wv. 11344.0 "'HE H " DRIVE 1311.0 SEED COV. N/A / J 7313 SI~RVE' APPROACH 197.0 a„ i~Zc~- J. APR-19-2009 11:31 P.01j01 5750 Chandler Court Westerville, OH 43082 v= _ E-Mail. hoyssi,nc@aol.com Phone (614) 895-1922 +H ? O7 der Nr ,,Survey Fax (614) 895-1949 construction Fax (614) 895-9549 CERTIFIED TO VIFUNIA NOME5 COUNTY OF FI?ANI 1. N LENDER _ P.B. 107 PG, 42 OR.lD.B. PG, BUYER SCALE I"= ZC) ' DATE , DRN . T-' Chi F&L 15 /A/ 10 N sr 95' 19 C5 TU:CU v- _ t y 13.p~Q C,CNr~CG _ r c5f~q ; ~ & IC ? 'A5 MG N 1--~ 125,00 ' LAND 601 We hereby certify that the foregoing MORTGAGE LOCATION SURVEY was prepared in auurdance with Chaptcr 4733-38, Ohio Administrative Code, and is not a boundary survey pursuant to Chaptor 4733.37, Ohio Adminif;trative Codc, This plat is prepared Por mortgage loan and title purposes only and is not to be construed as having been prepared for the owner or For the use of the owner for any purposes. THIS PROPERTY IS LOCATED IN FLOOD ZONE Xs y " o HOY • COMMUNITY PANEL 9U~ 9C 731.3 PAGE OI LCD tit DATE ~'9r y pRV~`;Jay- TOTAL P.01 -.rY? - _ ~ _ awn ~ 'U „1T t•a /'ia. Vt? a.d. JJ l-{~~,W S.Y 'w ti.+ ~sfra~ W~~.-"fVyC~'~/e January 14, 2008 Mr. Rob King Davidson Fbillipa, Ina 209 East State Street (;olumbtLs, OH 43215 R31: Lot 10 Riverside Woods 7386 Linden Lane, Dublin. Ohio Korda File. 2008.1010.1 Nar Mr. King: TIvq letter will aordlirm that 1 have otruoturally nvitwed the f0110wing isVes for the framing of Lot 10 Riverside Woods, 7386 Linden Lane, Dublin, Ohio. 1. Theme is no suuctuml need for the Simpson post: cap or the two 14 LVLs over the gunge door or for the 11 7/8 LVLs over the braal "t room. 2. The exterior rear wall of the breakfast room shall be frsmed with 2 x 6 studs at 16" on center with a mtnimum of two studs on either side of the window, Note all studs meet be fall height from lrhrst floor to roof. If you bave any questions or require any farther infonnation, please do not hesitate to contact =M. Youea truly. AINBMETH ENCHNEERINr, m c 17A1R~ Can ltiag En ( RLLLh ;r. ~Nq r M~~G David A. Rol le, PE -,n„ins DAH/arm Konk/Nemeth Encifaw"ng, Inc. - Consulting Engineers 1 ago Wowm ark olive. Suft 200. CWlmbus. Ohio 43216-7010 - TEL 614-4871830 - FAX 614-487-6981 - wen wwwiaordb nom 01/14/2009 VON 11'38 MAX NO 8513) OOI Tnn(iis+ SaNOH VINT98I.1 tM OZZ t70 JVA IC:60 9002,'2T:IO 4 w / 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. 0-4• c-A® i Q ~ Date O .4 -7 mew ? 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. Lh^y-q,_ Job Address 1 3 4 ~l~ckc" Parcel No. Subdivision/Project Name V t?` S~ A ~Oc~c1 5 Lot No. 1 a Owner's Name ~J `NA P, r` 57 11__ Telephone 0rV t- v u' rv Y-23 Telephone 5a~ ' 13 Contractor's Name A CJ Contractor's Address 7SQ -~f' (I D''\ S Dublin Registration Number 6 7 -17 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? -,I d:V5 How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what materials do the vent pipes consist? Of what material does the house drain consist? PV C" *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $a~ 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. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories cj Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets 2 Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future 2 Other Garage Catch Basin Sewage Ejectors GRAND TOTAL 27 Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201238 Date 10/31/07 Revision number . . . . . . . 2 Property Address . . . . . . 7386 LINDEN IN Parcel Number: 273-011500 Alternate Address: RIVERSIDE WOODS #10 Tenant nbr, name . . . . . . SQ FT 6312 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Virginia Homes Contractor . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 310.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/25/10 Qty Unit Charge Per Extension BASE FEE 50.00 26.00 10.0000 EA RES PLUMBING >1 FIXTURE 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201238 Date 10/31/07 Revision number . . . . . . . 2 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 310.00 .00 .00 310.00 Plan Check Total .00 .00 .00 .00 Grand Total 310.00 .00 .00 310.00 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 Ohlo'430i8 Division of 9uildi Standards •5500 Shier Rings Road . Dubiln Phone' (614) 410-4670 • Inspection Une: (614) 410-4680 8?pplicetior+ Number: SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, this undersigned, do hereby certify the following location of building and elevations of top of tho foundation wall at the referenced property. It is the builder's responsibility to insure Viat the location and elevation of the top of the foundation wall plus the first floor system. ai; per the approved prints, comply h the site plan approved by the City of Dublin (in reference to the City of Dublin 4i~irGl a.~h.a'iu G ) irisn c ! 305.04(kiJ. -T J!rgg2 L jptji VIR NIA HOMES S rbdiyi8L%s Rlti'F 310E WOODS a.r~. 10 r3fl LINDEN LANK App: aved Foundedon ovation 887.00 Feet above mean sea level. Actuai Top of Foundatln 887.15 Feet above mean sea level. i pro%sslonal Seal: TV isnaturv of sufvh?w• 1011712007 This form is to be complet pricer to the foundation inspection and must be made available or-Op with the approved prints. I T C. .6 s~ l T. C. 884: 7 X20 Hw> > :lnv.877.73 x5 rr 18 r ns ion/ ° Type "G`' 7 Tie rb Fence .0 ' ~ ~ ~ 885 3 ~r Ex. gay- 3 866 887 • 882 01, 5 884.5 Ex. 06 ' 884.9 " " " ` ' 886.1 86. E 88 ° 884.2 886.9 T 84.2 88 ..2 q) 75 k 38J. 9 ----8@5'" Ex. r '7 p, O 84.3 885.0` 885.0 g 884.9 4 t... 885 7 081-01 883 0 ~ 9 Q 884.0 883. L - T T C. 883.6 883 4 T. C.883. 3 - 8838.-_.EX is ? T TC.883.0 884.0 8 884.5 2 x 885.3 ,884.6 880. oL , 881.2 882.6.. 4 882 V 879.4 883. 884.1. 834 TC.e822 72.2 n g ; \079.4 , T. C.88 .54 884) \ / / t Bui/dnq \ Jul 10 2008 5: 13RM HP LASERJET FAX -7 -2 o /.2 3 8' _ p.2 Job: 5158 Project Summary Date: 8/21/02 Entire House By: JRB American Air Comfort Tech, Inc. 5122 Trabue Rd.. Columbus, Oh 43228 Phone: 814851-0088 Fax: 814.851-9008 Emaq: ssmome=columbus.rr.oom Web: amerlcanakheating.com • • . • For: Virginia Homes 1152 Goodale Blvd. Columbus Oh 43212 Phone: 614-297-0464 Fax: 614-297-0383 Notes: Weather: Columbus, Intl Airport, OH, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TO 70 OF Design TO 20 OF Daily range M Relative humidity 50 % Moisture difference 22 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 76512 Btuh Structure 42548 Btuh Ducts Duts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (102 cfm) 2239 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 76512 Btuh Use manufacturer's data n Rate/swing multipplier 1.00 Infiltration Equipment sensible load 44787 Btuh • Method Simplified Latent Cooling Equipment Load Sizing Construction quality Best 3428 Btuh Fireplaces 0 Structure Ducts 0 Btuh Heating Cooling Central vent (102 cfm) 1536 Btuh Area (ft2) 5190 5190 Equipment latent load 4965 Btuh Volume (ft') 40713 40713 Air changes/hour 0.30 0.20 Equipment total load 49752 Btuh Equiv. AVF (cfm) 204 136 Req. total capacity at 0.80 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make RHEEM AIR CON Make Rheem Trade Rheem Trade Rheem RAKA Series Model RGRA-12(E,N)RAJS Cond RAKA-060JA Coil RCBA-6089 Efficiency 93.5 AFUE Efficiency 10 SEER Heating input 120000 Btuh Sensible cooling 44800 Btuh Heating output 113000 Btuh Latent cooling 11200 Btuh Temperature rise 55 OF Total cooling 56000 Btuh Actual air flow 1867 cfm Actual air flow 1867 cfm Air flow factor 0.024 cfftVBtuh Air flow factor 0.044 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.90 8old/lta& valuas have bow manually oveMddan Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrgf-stsoft Riaht-Suite RosWenUoI G.0.58 RSR29788 2007-Jul-11 06:59:04 IO&K U:10wnarslWrlahtao1t HVAC"ERICAN AIR WRIGHTSOFTVIRGINIA HOIJIESNVIRGIMA 515 B a 21 o2.rar calo Page 1 07/11/2007 WED 05:00 [TX/RX NO 68131 IM 002 a Permit Number REScheck Compliance Certificate Checked By/Date 2003 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\MECCHECK\010 RSW.rck PROJECT TITLE: LOT#10 RIVERSIDE WOODS CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.13 DATE: 08/16/07 DATE OF PLANS: 8/16/07 PROJECT DESCRIPTION: PRIMAVERA RESIDENCE 7386 LINDEN LANE DUBLIN, OHIO DES IGNER/CONTRACTOR: VIRGINIA HOMES 209 EAST STATE STREET COLUMBUS, OHIO 43215 614-228-0404 COMPLIANCE: Passes Maximum UA = 628 Your Home UA = 585 6.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -Fa t r JUAA Ceiling 1: Flat Ceiling or Scissor Truss 1840 35.0 0.0 59 Ceiling 2: Cathedral Ceiling (no attic) 339 30.0 0.0 12 Exterior Wall 2: Wood Frame, 16" o. c. 2538 13.0 3.0 180 Basement Wall 1: Solid Concrete or Masonry 1256 0.0 5.0 109 Wall height: 8.0' Depth below grade: 7.4' Insulation depth: 7.4' Basement Wall 2: Solid Concrete or Masonry 520 0.0 0.0 20 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 0.0' Window 1: Other 387 0.490 190 Door 1: Other 42 0.200 8 Floor 1: All-Wood Joist/T russ: Over Unconditioned Space 113 19.0 0.0 5 Floor 2: All-Wood Joist/Truss:Over Outside Air 33 19.0 0.0 2 Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements li ed in the E check Inspection Checklist. Builder/Designer Date ~10 REScheck Inspection Checklist 2003 IECC REScheck So$ware Version 3.6 Release 2 DATE: 08/16/07 PROJECT TITLE: LOT#10 RIVERSIDE WOODS Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-35.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Exterior Wall 2: Wood Frame, 16" o.c., R-13.0 cavity + R-3.0 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall l: Solid Concrete or Masonry, 8.0' ht/7.4' bg/7.4' insul, R-5.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. [ ] 2. Basement Wall 2: Solid Concrete or Masonry, 8.0' ht/7.0' bg/0.0' insul, R-0 (uninsulated) Comments: Windows: [ ] 1. Window 1: Other, U-factor: 0.490 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Other, U-factor: 0.200 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss:Over Outside Air, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: [ ] Minimum insulation requirement for skylight shags equal to or greater than 12 inches is R-19. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] Where exterior walls are used as plenums, the wall must be insulated to R-8. Insulation is not required on return ducts in basements. Duct Construction: [ ] Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheatcr switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 'F or chilled fluids below 55 'F must be insulated to the levels in Table 2. Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Piped Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (Fl Un to 1„ Un to 1.25" 1.5" to 2.0" Over " 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping System Types Range ( F1 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (fir feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) • F 1/2' DIA. X 10' ANCHOR BOLT AT 6'-0" O.G. ON ALL WALLS 6" THICK OR THICKER 6'-0" O.G. ON 4" BRICK LED6E U51% 15' PROVIDE ADEQUATE SLOPE ANCHOR BOLTS AWAY FROM WALL 50 THAT 2X8 PRESURE TREATED PLATE WHEN FILL ADJACENT TO WALL SETTLES. WATER DRAINS AWAY FROM, WALL O 3' MIN. BOLT GROUND COVER TO PROJECTION 5HEO WATER 8" POURED GONG. WALL CLEAN 13AGKFILL Q 1- s I!1 PROVIDE BOND BREAKER FOLLOW 0.5.HA BETWEEN WALL AND RECOMMENDATIONS .r. M FOR SLOPE WHEN UNSTABLE GROUND 15 ENGOUNTERED 6 MIL POLYRTHYLENE ~pllln?aese VAPOR TAPE JOINTS OR II A AP 6' DAMPPRpOFiNG •~~~,,51'• afi Oy/~eee4 GR Y 4 CONS. SLAB OVER 4' . • MIN. GRAVEL PLACE ON 0 H N NATWAL UND15TLRBEP 501L 0 00 000000 0 0 X000 3/4' GRAVEL 13ACKFILL A~ E- 751 ° d' „g 0 `l , 0 0:) 00-p000 0 0 0 0000 LA Q, 00 0 vp fGISTE~~~••~~~`• 0 00 00 0 WEEPHOLE5 0 48" O.G. 'iSS/ONAt Ilallalll/ 3' DIA. PLASTIC DRAIN TILE 8' FOOTING SHALL BEAR ON PLACE WITH HOLES ON BOTTOM 1'-4' NATURAL UND15TUR13ED 501L CONNECT TO SELF CONTAINED SUMP WITH PUMP OR GRAVITY DRAIN VIRGINIA HOMES 8'-0" FOUNDATION 1152 GOODALE BLVD WALL DETAIL V2' COLUMBUS, OHIO 43212 8" CONCRETE WALLS TO BE 3000 PSI 8"X16' CONC. FOOTER TO BE 2500 PSI PHONE: (614) 297-0404 FAX: (614) 297-0383 PERMIT NUMBER: CITY OF DUBLIN DIVISION OF ENGINEERING CITY OF D118LIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: - Lot Number: / o Reviewer: E PP Address: 73 ry YB .01.0-7 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 is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation / for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. ? 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number: _ 90 Y6 Q12, 6C? Effective Date: Og • OZ 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: VAPPROVED ? DISAPPROVED ? Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 8/15/2007 N:\Engineering\POLICYIENGPOL0I9.doc 5750 Chandler Court REVISION E-Mail: hoyssinc@aol.com DATE & REQUEST Westervil le, OH 43082 T 1 Y N~ 09- -07 REVISE TO DUBLIN SPECS. PLGRADEOPposrr] DRIVEWAY Phone (614) 895-1922 H 1 1 1 2 09•28.07 REVISE Survey Fax (614) 895-1949 SURV YING Construction Fax (614) 895-9549 SERVIC S, INC. FOR VIRGINIA HOMES HOUSE STYLE 515 "A" LOT/SUBDIVISION 10 RIVERSIDE WOODS ? SCALE 1" = 20' ? Pg, 10'J ? PG. 42 ? CITY OF DUBLIN DATE 08-15-05 ORDER NO. DRN. DRAB CK. FLOOD ZONE X ? COMM. PANEL 39049C ? PAGE 0126G ? DATE 08-02-95 MINIMUMS R:25' MINLVIUM YARD TREES REQUIRED ON ALL STREET FRONTA_G_E_S_ s: 7'/15+ LANDSCI Lot Width Front Building Tree Size and Quantity .E FRONT Y Setback R DURING TH Up to 59.9 feet Less than 20 feet I small tree 2U feet or more - 1 mediw-n tree_ 4ENT OF TH GO-90.9 feet Less than 20 feet 1 medium tree + 1 small tree m -70 J10 feet or more 1 large tree E 1 mediurn tree ZONING THE 9Feet or more Less than 20 feet 1 large tree 2 trees of and size - e 20 feet or more 2 large trees T 1 tree of any size n p~ 'gy p m f lJtllGld ?~~'t1i Ply. - NOTICE `f0 M z o GI ~4 Nt3T 87S l? O o SEPARP,TE OV,h!ER/CIVIC ASSDCIP;FICi~ f').Vii!Jv 2f a l0 = t?U L4N, i~t ° 94r AIND APPROVAL Mrv e Rr_aul;LD 6', nr = Z D , 1~ ? 63.'75, ?V APPLICANT IS RESPONSl;?!F 1GR C' Z ` V m G Ex ~VlTIi ALL APPLICABLE FtESCIJCTNE COI'Vel!AN-1 C 2S ? 876 8 AND DEED RESTRICTIONS REQUIRED BY TITLE. 50 rNo r°~D DISTURB 0 ;~o mn GN~' ;:0 35.41' rC n Z14' p Z 10 ? A/C UNIT r i 0°17.00 33 ? thft 15-33 `D ~ 882.00 '7 scree'R All M " At FROM RAILIC R.OX 00 23.33 CALL o , plMN7 OMSION 00 f ? Z1,03 zoo Y^ 7 o F•F.=8 0 F.F.=884.90 pp T. W = 887 00 00? M s N to ? °o BF -879-25 ° °O W obo ppOS~D 1133 W °O 6.67° `~°6.6N 11.67 3.67 885.74 3., p gg3 21 12.67d" 7 25.001 h p 0 00 ? p N o o M 8g3 20 v~ N g$3 $p 00 (60.......... 9. f / 1 351 BLD - 1~ 12-67 - 885.82 _ G L stred 1NE - --J h ; 47.' i SA 28) CALL clTr. ~ E O S ,g W TAP 16, DR1VE ORDER AN 1ION 4 60 `ter' .10 " 36.69' ~ ? 88420' EASEAIEN SLOPE 5 2~ 16'B/C g T 2.31 /o S !0 00r? 84.20 A= 30050'52" ? ? 5, g1C? 4003 '41 rr W R=235',/ ALK ? 125.00 4 883.69 WATER TAp 884.87 S~C`~ $4; 9 883 85 `$r11C~ INDICATES 884.57 eqaMkft*A ulmd OJO CURB INLET ~gllc IoK i t+~q ROUTE R? T.C. 884.26 SCH~ CTION tree Pratectit?N Fend MUST BE INSTALLED AND INSPECTED ~T ENGLNEERINGCOMPIJANCE PRIOR LA START ANY WR IINSUCTIO4n 7386 Lll V DEN LANE Q City o! Dublin CAII PLANN{NG DIV IVISION FOIi INSPEO"' 1 APPROVED AS NOTED 9 NOTE : BUILDERS TO PROVIDE F PP 0.0.O l TREE PROTECTION DURING ALL I HEREBY CERTIFY THAT THE NOTE: WATER SERVICE SIZE - 3/4"." PHASES OF CONSTRUCTION. GRADE ELEVATIONS SHOWN ON BUILDER TO MAINTAIN THIS PLOT PLAN ARE THE " " PLOT PLAN EROSION CONTROL _ RESULT OF AN. AS BUILT. SURVEY We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered PERFORMED ON Subdivision Plan. This Plot Plan is to be used b the Client for the sole SQUARE FOOTAGE 6A-TA y propose of obtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY _ other purpose is strictly prohibited LOT 13.897.0 WALK 497.0 IT I i ~E OF HOUSE 2801.0 3OD'OV. 11344.0 SURVEYOR OR BUILDER SIGNATURE DATE - STEYEN - J 5 DRIVE 1311.0 * HOY SEED COV. NIA , 7313 APPROACH 197.0 J:\subdivisions\Riverside Woods\10.dwg 5750 Chandler Court REVISION DATE & REQUEST Westerville, ON 43082 E-Mail: hoyssinc@aol.com 1 Phone (614) 895-1922 ` Jy 2 Survey Fax (614) 895-1949 SUR.V YING Construction Fax (614) 895-9549 SERVIC S, INC. FOR VIRGINIA HOMES Lor/sueDlvlsloN 10 RIVERSIDE WOODS HOUSE STYLE TREE SURVEY SCALE 1" = 20' PB.107 Po, 42 DATE 09.13.07 CITY of DUBLIN FLOOD ZONE X ORDER NO. DRN. DRAB CK. COMM. PANEL 39049C PAGE0126G DATE 0$-02-95 MINIMUMS R: 25' LANDSCAPE CODE REQUIRES DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT '~ept,4e.6-vle d'i t&` OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLAT ON. ~R or Ad-('b 'aa t rr ed # Tree DBH Cond. NOTE: WATER SERVICE SIZE = 3/4 . 9 ti~'Co7 1076 Beech 7.0 Good " " 1077 Beech 8.0 Good NOTE : BUILDERS TO PROVIDEp 3.7S, LANDSCAPE PLAN 1086 Beech 810 Good TREE PROTECTION DURING ALL Si APPROVED 1264 Shagbark Hickory 12.5 Good v.2 CITY OF D BLIN, ONlO 1265 Shagbark Hickory 9.5 Good PHASES OF CONSTRUCTION. 1267 Beee e 1266 B 12.0 Good 3 ~ ch 8.5 Fair BUILDER TO MAINTAIN 4 1268 Beech 11.0 Fair EROSION CONTROL 1269 Beech 8.5 Good 1270 Beech 9.0 Fair 0 1271 Beech 7.5 Good 0 1272 Beech 11.5 Fair 1273 Beech 7.5 Good 1274 Beech 6.0 Good 661275 Beech 6.5 Good 1277 Beech 7.0 Good 9.5 Good 1278 Shagbark Hickory 1 5.5 Good 126 1279 Shagbark Hickory 10.5 Good `T 1280 80 Beech 13.0 Good 1281 Beech 11.5 Good 9 12 6 9 1354 Beech 9.5 Good 1 0 267 27 12 S a a 1270 11281 268 127~a ~ ~ Orange Construction/ Tree Protection Fence y(a"rh 127 GRADING LIMITS 1 8 ~s13.1 ~ ~a~ D•~• ' &Mes 'Orr 127 kCA~a 2 a led,ut,,w ~ 12 .00f 1276 1 125.00 7 a 7 1077 1076 MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES LOT WIDTH FRONT BUILDING TREE SIZE AND QUANTITY SETBACK UP TO 59.9 FEET LESS THAN 20' 1 SMALL TREE 20 FEET OR MORE 1 MEDIUM TREE 60-90.9 FEET LESS THAN 20' 1 MEDIUM TREE + 1 SMALL TREE 20 FEET OR MORE 1 LARGE TREE + 1 MEDIUM TREE 91 MEET OR MORE LESS THAN 20' 1 LARGE TREE + 2 TREES OF E 20 FEET OR MORE 2 LARGE TREES + 1 TREE OF Al ANY SIZE i 23. Sills and sleepers on a concrete or masonry slab which is In direct contact fi~DOF GONSTI~UGTI ON f~~ NOTES GENE L with the ground shall be preservatively treated or decay resistant min exce t trusses studs sole later, heartwood of redwood, black locust, or cedars. I. Trusses shall be pre-engineered by the manuFacturer, all truss data and I. Dlmenslonal lumber used for all fro g, p ~ p la out sheets shall be rovlded riot to framin Ins ectlon. and cap plates shall be SPRUCE PINE FIR No. 2 or better. (North) 24• wood columns shall be a roved wood of natural decay resistance or y p p g p N pp Iffened be and approved pressure preservatlvely treated wood. 2, Rafters shall be nailed to ceiling Joists to form a continuous tie between I 2. Areas to receive the or marble floors may need to be st y exterior walls where oasts are arallel to the rafters, here not arallel, LIGHT & VENTILATION SCHEDULE N minimum code re uirements to prevent cracking -builder and Installer shall 25. Protection a ainst radon shall be installed as re wired er local urisdiction. J p p q 9 ~ p J rafters shall be tied with a rafter tie, located as near the plate as determine same. practical. Rafter ties shall be spaced not more than 4 Feet on center. a I ter shall be 26. The maxlmium length of a 4 diameter clothes dryer exhaust duct shall not Rafters shall be framed to ridge board or to each other with a gusset plate 3. Dimensional Lumber used for wall studs, sole plates, and c p p a exceed 25 feet from the dryer location to wall or roof termination. ay a tie. Spruce Pine Fir No.2 or better. (North) REQUIRED ACTUAL REQUIRED ACTUAL TEMPC-RED BEDROOM BEDROOM 1r"1 fit, 4. All dimensional lumber shall have a maximum moisture content of Iq`~i. 3. Ridge board Shall be at least I" nominal thickness and not less in depth than ROOM NAMI: ROOM SQFT. the cut end of the rafter. At all valleys and hips there shall be a valley or ROOM SQFT. WINDOW TYPE GLAZING 5Q. FT. GLAZING 5Q, FT. VENT 5Q. FT. VENT 5Q. FT. GLAZING NET. CLEAR OPG EGRESS SQ. FT. ~ W ~ 5. Where the term "G 8 N" is noted on the Ian set It means glue and nail. hip raFter not less than 2" nominal thickness and not less in depth than the p I . Nasli shall a I cut end of the rafter. Hip and valley rafters shall be su ported at the ridge Gluing shall conform to the InFormation stated be ow ng pp b a brace to a Toad bearing partition or be designed o carry and O ~4 ~ ~ eno h clampin Force to hold the glued mating surfaces in contact un II the y KITG EN BREAKFAST 506 ~ ful stren th. distribute the specific load at that point. H / glue attains g i 506 SING HUNG 40.48 1042 20.24 416 F O b. Where luin of wood members is s eclFled the lue that is to be used is b 4. Roof assemblies shall have rafter or truss ties provided at load bearing 9 9 p g 0N5 ~ CONCRETE locations. DEN 154 UNn~TI i r FO 154 SINGLE HUNG 15.32 2$.4 1.b6 142 ' " ~ Titebond Construction Adhesive a3 manufactured by Franklin Internatonal o equal. I. The assumed loll bearin ca acit shall be 1,500 sf U.N•0. 5. Roof sheathin shall be su orted with blockin or ed a cli s when rafters H ~ ~ g p y p 9 pP 9 9 P PINING ROOM 168 168 SINGLE HUNG 13.44 28.4 6.12 14.2 ~ 1. Where loin is s eclfied it shall be com feted as follows: or trusses are 24 on center or greater. g g p p lued. 2• The finished grade shall fall a minimum of 6 in the First 10 feet from bulling A. Place continuous bead(s) of lue on one of the surfaces to beg erimeter. b. Slo es less than four in twelve shin les shall be Installed over (2) la ers of GfZEAT ROOM 340 340 SINGLE NUNG 21.2 61.8 13.6 11.6 H W a B. Nall so that surfaces are he d tightly together until glue attains Full p # g n ~ ~ stren th. 15 felt plied parallel to eaves with iq top lap and 12 end lap, with e d g ess lue which Is ex gilled If it's a earance will be 3. All concrete shall have a minimum 28 day compressive strength of 3000 psI laps Iota ed at least b feet from end laps in preceding coarse. LAllNDRY 51 51 SINGLE HUNG 4,08 6.4 2,04 3.2 ~ N U o G. Wipe away any exc g p pp unacce table In the Finished structure. except as noted. Goncrete exposed to the weather and In a horizontal H ~ p position in the final structure shall have a minimum 28 day compressive 1. Roof sheathing shall be I/2" lywood or l/Ib" 056 exterior grade. Provide N fastenin schedule outlines the minimum re ulrements and shall strength of 4500 psI and shall contain 5~ - 7% entrained air, Goncrete plywood clips at unsupporte edges midway between members. 8. The following g q shall not contain calcium chloride. Basement slabs shall be a minimum 3 I/2" be used In conJunctlon with the complete fastening schedule in the current porches rte sand ara a floor slabs shall be a minimum 4"• 8. Trusses shall be designed by a Structural Engineer registered In the State MASTER BATH ~ 224 code. ~ p 9 9 of Ohio. trusses shall be designed In accordance with the National Design 224 SINGLE HUNG 11.42 6.4 8.96 3.2 TEMP, (R5N =ring shank Hall GWN =common wire nalU 4. All concrete work shall com I with: eclF~atlon for wood and the Trust' Plate Institute Recommended Practice 285 SINGLE HUNG 22.8 23.2 11.4 II.b ~ A. Sub floor to Joists: fasten with glue and {-8d R5N ~ b" c%. _ p y r Gon ate for Buildln s" o Desi n TPI-85. Roof trusses shall be dell Wed for the followln loads: MASTER BEDROOM 285 B. Sole fates to sub floor: lue and I-Ibd GWN ®8" c%. a. AGI 301 84 SpeclFicattonr for 5tructu al cr g g g g 325" X 25.938' MIN. 5,15QFT O p g _I (revised IgBT) G. Studs to sole plate: fasten with 2 bd GWN. b. AGI 318-83 "13uildin Gode Requirements for Reinforced Goncrete" Top chord Ilve load = 25 psf. i3EDR00M ~'1 160 160 SINGLE HUNG 13.44 23,2 6,12 116 325" X 25.938' MIN. 5,15QFT ~ D. Studs to cap plates: fasten with 2-Ibd GWN. g To chord dead load = 10 sf. E. Stud-to-stud and late-to late: 2-IOd GWN ®6" c%. (revised IgBb) p p p ~ " G G. bottom chord live load = 20 psF. BEDROOM ~3 165 F. Roof sheathin to trusses: 8d GWN ®4 / Bottom chord dead load = 10 sf. 165 SINGLE HUNG 132 23.2 b.b ILb 325°X25938' MIN, 5,15QFT " G. Roof trusses o walls: Sim son 5tron -T(e anchor H2.5• 5. All footings shall be as follows: (based on 1500 psi soil bearing) - p p g' r wired. nominal wall thickness -Footing depth -footing width Total load - 65 psf. H. Multiple 2x lintels: G ~ N with Ibd GWNr as eq ulti le LV beams: Fasten er manufacturer recommendations 8" 8" Ib" BEDROOM ~ I. M p L p 154 SINGLE I~1NG 1532 23,2 1,bb 116 325"X25,938' MIN, 5,15QFT J. Roof trusser to LVL.: Simpson Anchor HU210. 10" 8" 18" 12" 8" 20° HALL BATH ~ 80 80 SINGLE HUNG lA4 b.4 352 32 TEMP. q. Where "LVL" , "L5L" or "PAL" is noted on the drawings the products used must meet the followin criteria: 6. Masonry fireplace footings shall be a pad type Footing which shall extend b 9 - MIGROLAM (LVta M.O.E. = I,g00p00 sl, (mini past all faces of the fireplace foundation and shall be 12" (mint deep. P C - Fb = 2600 psi ~ FOR LIGHT AND VENTILATION ~ ~ - TIMBERSTRAND (L5U M•0•E. = 1,3oopoo psi. 1. Footings shall extend below the frost 11ne of the Local Governing minimum NOTE: THIS SCHEDULE 15 FOR LIGHT AND' - _ acre tad frost de th. (see dais n criteria thin sheet) F I REpL~4GE5 IT 15 NOT INTENDED FOR COMPLETE WINDG Fb - loo psI p p g COMPLETE WINDOW TAKEOFF. - PARALLAM (PAL) M.D.E. = 2p00,000 psI. ~I - Fb = 2600 sl 8. Foundation anchorage shall be min• I/2" diameter bolts and shall extend a I Chimneys shall extend a minimum of 2 Feet higher than any portion of the AREAS GIVEN ARE ROOMS THAT MAY NOT p minimum 1" into poured concrete and 15" into masonry. Boltr shall be spaced building within ID Feet but shall not be less than 3 feet above the point where M5 THAT MAY NOT HAVE A PfRMIhIENT ARTIFIGAL LIGHT SOJRGf. 10. For all elements of construction not s ecif?call noted on these drawln r b'-0" on center max. And 12" from corners max. the chimney passes through the roof. p y 9 ALL BEDROOMS SHALL HAVE AN EGRESS HAVE AN EGRESS WINDOW ~ shall comply with the Local Governing Codes, Requirements, and Regulations. q. A roved anchor stra s shall be installed er manufacturers 2, A ortion of a chimne located In the Interior. of the bulldln or within the MINIMUM NET CLEAR OPENING OF"5.? SQFT :NIN6 OF 5.1 SQFT. MINIMUM ~ p p y g NET CLEAR HIEGHT SHALL BE 24 AND THE ' APPLICABLE ONLY WHERE IT 15 REQUIRED 6Y LOCAL GORE recommendations. ex erior wall of the building shall have a minimum air space clearance to NET GLF.AR WIDTH SHALL BE 20". .L BE 24" AND THE MINIMUM _ BE 20". combustibles of 2 . 10. E3ackfill shall not be placed against the wall until the wall hays suFFicient h n has been anchored to the floor above or has been suFflclentl I a I F h build n includin ALL WINDOWS OVER MASTER BATH P1ATF strengt a d y 3. Chimneys located entirely outs de the exterior w I s o t e I g, g SHALL BE TEMPEREfl. STER BATH PLATFORM TUB r`'~ Q braced to prevent damage by the backfill. chimneys that pass through the soffit or cornice, shall have a minimum air U .IGHTING AND MECHANICAL VENTILATION PER SECT: 303 I~-~ space clearance of I" the airspace shall not be filled, except to provide 'PROVIDE ARTIFIGAL LIGHTING AND MEG II. All surfaces of steel columns shall be given a shop coat of rust fire blocking -inhibitive paint unless treated to provide corrosion resistance. 4. Hearth extensions shall extend a minimum of Ib" in front oF, and a minimum of 12. Growl s ace shall be rovlded with continuous) o erated meechanical 8°, be and each side of the fire lace o enin less than 6 s aura feet and P ~NNINC p p y p y p p g q ~ " ventllatlon at a rate of L0 cfm per 50 sq. Ft. OF crawl space minimum with 20 and 12 respectivly for b square Feet or larger. teri r and exterior stairwa s shall be rovlded with a means to ,approved vapor barrier over base coarse. I. All In o y p 5. Wood or combustible mater(alr shall not be laced within 2" of the outside Illuminate the stair, including the landing and the treads. p 13. All anchor bolts shall conform to ASTM A30~, front, back, or side surface of a masonr fire lace, includin the smoke y P 9 2. Ceiling heights In basments without habitable spacer shall not be less than 7 chamber, and not less than b from the Inside surface of the nearest Flue Feet 0 Inches clear exc t for under beams, girders, ducts or other 14. All reinforcing steel shall be grade 60. lining. gip 0 obstructions where the clear height shall be b feet 8 Inches. 15. Center footin son column centerlines. g b. Factory built fireplaces shall be Installed in accordance with the y. III/ 3. Cara a floor surfaces shall be slo ed to facilitate the movement of hqu(dy manuFacturer recommendations and a copy shall be provided prior to g p Ib. Encase all steel columns, bearing plates, and anchor bolts below grade inspection. toward the main vehicle entry. with a minimum 3" concrete cover. ,j,. Ion f a window well servin an E.E.O. window shall rovide a min. 1. Factor built or masonry fireplaces shall be provided with an exterior air 4. The dimens s o g p net clear area of q square feet w(th a minimum horizontal protection and supply o assure proper fuel combustion. width of 36 inches. 5. Hazardous lazln shall be located in the following locations; In all doors g g WALL HEIGHT ~L HEIGHT REQUIREMENTS DESIGN LOADS including slidin glass doors and sldeh hts; glazing In doors and enclosures for hot tubs, w iripools, bathtubs and s owers; glazing In walls above bath l RGO 2006 EDInoN ) tubs or within a 24" arc of a door In a closed position or otherwise noted on MAXIMUM ALLOWABLE HEIGHT AND 5P, .E HEIGHT AND SPACING 00 WOOD 51UD WALL EXPOSED TO WIND these plans. CONSTRUCT I ON SPEED OF 8o MPH IN SEIET1IG ZONES t FLOOR N SEIEMIG ZONES 0 ! I AND SUPPORTING A ROOF ONLY OR ONE WALLS; S,P.F, WOOD STUDS n etween the ara a and the residence shall bee ul ed with FLOOR AND ROOF b. Open) gs b g g q p I. .foists under arallel load bearin artitions shall be doubleed or a beam of HEST I NC ~ 000L I NG FLOOR JOIST: TJI FLOOR JOIST OR either solid wood doors 1314 Inches in thickness or 20-minute fire-rated p g p adequate size to support the load shall be provided. HEIGHT doors. L All HVAG work shall be Installed in accordance with the OBOA 6uildin code (FEET) 24" O.G. Ib° g > to (2) 2x4 oR 2xb (2) 2x~ O.G. Ib° O.G. 12° O.G. 8" O.G. FLOORS: NOTED oTHERw15E OR 2Xb {2) 2X4 OR 2X6 2X4 2X4 IST FLOOR 50 P5F LIVE LOAD I a t one o arable window or exterior 2• The ends of each Joist, beam, or girder shal{ have a msn'rrnum of I Y2 of in afFect in this Jurisdiction. Every sleeping room shall have at e s p load bearing on wood or metal and a minimum of 3 on masonry or concrete. ' K6 2X6 (2) 2X4 OR 2X6 (2) 2X4 OR 2X6 2ND FLOOR 40 P5F LIVE LOAD ~ er enc esca a or rescue with a min. Net clear 12 2X6 door approved For em g y p 2. When heating and cooling equipment is located in an equipment room, an 14 (2) 2Xb OR 2X8 ' 10 PSF DEAD LOAD OR 2X8 2Xb 2X6 2X4 OR 2X6 opening hgt. OF 24 Inches and a width of 20 Inches. 3. Pre-en sneered floor oasts, and or trusses shall be engineered by the unobstructed workin s ace not lest than 30 Inches wide and not less g J g p I6 2X8 2XE KB 2X6 OR 2X8 (2) 2X6 OR 2X8 2Xb BALGONY/OEGKS: 60 P5F LIVE LOAD ~ xterlor doors with 3 or manuFacturer. engineered data sheets shall be provided prior to framing than 30 Inches htgh shall be provided along the control side of the 8. A minimum 3 x 3 landing shall be provided at all a O ins ectlon. e ulpment when the door of the equipment room is open. 18 2X8 ; 2X8 2X8 {2) 2X6 OR 2X8 {2} 2Xb OR 2X8 ROOF WI GLG. LOADS: 30 PSF LIVE LOAD more risen. p q 20 (2) 2X0 (2J 2X0 (2) 2X8 2X8 (2) 2X6 OR 2X8 " he nlmum tread de th shall 4. Drilling and notching of pre-engineered Floors shall be done per 3. Fuel burning heating and cooling equipment shall be provide with a volume of q. The maximum riser hel t shall be ~ 3/4 and t mi p manuFacturers recommendations. 50 wbic ft. er 1000 6tu/h, or an air su I shall be rovlded to assure RODF W/0 GLG. LOADS: 20 PSF LIVE LOAD ~ be 10 with a norin o not less than 3/4 but not more than I V4 at stalrr p pp y p APPLICABILITY OF THIS TABLE A55UM MI5 TABLE A55UME5 THE FOLLOWING: ROOF DEAD LOAD: 10 PSF ~ ;EAR THAN 25 PSF. V Q I n tans. proper fuel combustion. 51JOW LOAD NOT GREATER THAN 25 P with solid risers un ess noted otherw se o p 5. Sub flooring shall be 3/4 tongue and groove (T ~ 6) exterior grade. WIND PRESURE OF 16.4 P5F stairs shall not 4. An approved drain shall be provided to dispose of condensate from the FB NOT LE55 THAN 1181 P51 10. The greatest riser height and tread depth within any flight of b. Draftstopping shall be provided as required when there is a usable space cooling coil. condensate drains shall terminate outside of the building, or to a E NOT LE55 THAN I.2 X ID-6P51 AND N 1181 PSI RDOF SNOW LOAD= 20 PSF LIVE LDAD ~ ~ X ID-6P51 AND MAXIMJM ROOF SPAN OF 32 FEET WIND SPEED: 100 MPH. exceed the smallest one by more than 3/8 above and below the concealed space of a floor/telling assembly, floor drain, plumbing fixture, sump or approved location. TABLE BASED ON TYP. FIGURES FOR ~ rP. FIGURES FOR STUD GRADE SPRUCE-PINE-FIR (SPF) EXPOSURE 'G' rr-~ ~ 0 II. Winder stair treads at a oint not more than 12" From the side where the p treads are narrower shall not be less than q" and the minimum depth of any .E HEIGHT AND SPACING 00 WOOD STUD WALL EXP05Ep TO WIND SEISMIC CONDITIONS BY ZONE: A ~ ~ ~ Q tread shall not be less than b" MAXIMUM ALLOWABLE HEIGHT AND 5Pi SPEED OF 80 MPH IN SEIEMIG ZONES c K SfIEMIG ZONES 0 d I AND SUPPORTING A RODF Ot~Y OR ONE ICE SHIELD REQUIRED: YE5 O 0 12. Enclosed accessible space under stain shall have walls, under stair surfaces FLOOR AND ROOF FLOOD HAZARDS: A,1/16/19 ~ ~ n 0 and any soffits protected with I/2 gypsum board. HEIGHr B, 4/22/91 ~ ~ ~ 3 ( FEET) 24" O.G. I6" 13. Handrails shall be rovlded at ail stairs with (3) or more risers. Handrails STRUGTION p I~~LL GON > 10 2 2X4 OR 2Xb 2 2x~ O.G. I6" O.G. 12" O.G. 8' O.G. WINTER DESIGN TEMP, 5° F S~-~ ~ ~ Q OR 2X6 (2) 2X4 OR 2X6 2X4 2X4 WEATHERING: SEVERE " f 8" from the nosin O ( ) shall have a minimum hgt. Of 34 and a maximum hgt 0 3 g X6 (2) 2X4 OR 2X6 (2) 2X4 OR 2X6 2X4 FR05T DEPTH: 36" ~ Vr ~ ~ of the treads. 12 2X6 (2) 2X~ 14 (2) 2X6 OR 2X0 OR 2X0 2X6 2X6 (2) 2X4 OR 2X6 TERMITE: YES ~ ~ p ~ I Handrails shall have a circular cross section with a diameter of I I/4" to 2". I, All structural members shall be Fastened in accordance with chapter b of the 4. "but Ib (2) 2Xb OR 2X8 2XQ OR 2X8 2X6 OR 2X0 2X6 2X6 DECAY: YES ~ Or anon-circular cross section with a perimeter dimension of at least 4 building code (n affect. 2X8 (2) 2X6 OR 2X8 (2J 2X6 OR 2X8 2X6 ASSUMED SOIL: 1500 PSF not more than 6 I!4" and a far st cross-section dimension not exceeds 18 (2) 2X8 (2) 2X~ ge n9 2 I/4". 2. Engineered data sheets For built-up beams shall be providecd prior to 20 (2) ZX8 (2J ZX8 (2) 2X8 {2) 2X6 OR 2X8 (2) 2X6 OR 2X8 MEAN ACTUAL TEMP. 50,1 F. n . framing inspection. 15. Porches, balconies or raised floor surfaces located more than 30" above APPLICABILITY OF THIS TABLE A55UM the Floor or grade shall have guardrails not less than 36" In hgt. Open sides 3. All headers in exterior walls to be (2) 2x8 U.N•0.On plans. SNOW LOAD NOT GREATER THAN 25 P fH15 TABLE ASSUMES THE FOLLOWING: H :EATER THAN 25 PSF. CONCRETE FLOORS hV AIR: of stairs with a total rise of more than 30" above the floor shall have WIND PRESURE OF 16.4 P5F ~.4 PSF BASEMENT 4000 PSI uandrails not less than 34" in hgt. from the nosing of the stair. 4. Fire blocking shall be provided to cut oFF all concealed dralft openings (both FB NOT LC-55 THAN 15311'51 g vertical and horizontaU to form an effective fire barrier between stories, E NOT LE55 THAN 1.4 X 10-6 PSI AND , 1531 PSI GARAGE 4000 PSI # X 10-6 PSI AND A NAX. ROOF SPAN OF 32 FEET Ib. Required guardrails shall have intermediate rails or ornamental closures and between a top story and the rooF space. TABLE` BASED ON TYR. FIGURES FOR 1 YR. FIGURES FOR N0. I OR 2GRADE-PINE-FIR (SPF) ~ which do not allow the passage of a 4" sphere. The triangular opening formed by the riser, tread, and bottom tall shall not allow the passage of a 5, All wall and wind shear bracing shall be accomplished by sheathing the entire b" sphere. house In l/16" 056. 8d Halls at 6° on center at panel edges.. 8d Waifs at 12" on center at panel intermediates. panels to be nailed to sal plate. z Il. Required smoke detectors shall be hardwired and interconnected with a battery back-up. In rooms with cathedral or sloped cellingr the location of b, Masonry veneer shall be anchored to the supporting wall witlh corrosion C C the smoke detector shall be 3' horizontally from the highest point or per the resistant metal ties. ELEGTRIG~L 0 J manufacturers recommendations. 1. Each tie shall be spaced not more than 32" on center horizontally and shall I. All electrical shall be installed In accordance with the N.E.G. in affect in this ess numbers shall be osted, 4 Inches 1n hei ht and visible from su ort not more than 2 2/3 s . Ft. OF wall area. I tl CO. COVER SHEET 18. House addr p g pp q fur sdlc on. ~R SHEET the curb Ilne. Lq'YRI6HT ~ ALL DRN^~N6 AND 4RITIEN MATERIN. APPFARIN! 8. The veneer shall be se orated from the sheathin by an air space of a 2. A minimum of one 20-am ere laundr branch circu(t shall be rovlded to 1-1 FOUNDATION a minimum p g p y p JDATION PLAN HEREN GDNSTINIE THE D~61"AL A"D ~.I~ THESE DRAWINGS HAVE ~ °A"'°~" p"'w~'"`' TNT SAMF w NDi BE COPIED US® DISLLOSED OR GoN516N Iq. Foam plastic shall be separated from the interior of the building by minimum of I but not more than 4 I/2 . supply the laundry receptacle outlets}. This circuit shall have no other U2" sum board. The sum board shall be installed using a mechanical outlets. 1-2 FIRST FLOOR T i0 A THIRD PARtt WTHOUf ?iE EXPRESS Wp' j "FLOOR PLAN APPROVED PLANS MUSY 9~ ON BEEN REVIEWED FOR AND ~~°N`~~'~°~°,"~`rITO'n"`ils""wl`+" I gyp gyp q. Flash(n shall be located beneath the First coarse of masonry above finished system. g ground level above the foundation wall or slab, and at other points of 3. All dwelltn unit bedroom(s) branch circuits shall be rotected an arc-fault 1-3 SECOND FLOC SITE PORALI.INSPECTIONS. SHALL COMPLY WITH THE 2006 EDITION OF THE I m read index of not teeter than su ort, g p ~ 20. Wall and ceiling finishes shall have a f a e sp g pp circuit interupter providing protection to the entire circuit. AND FLOOR PLAN RESIDENTIAL CODE OP OHIO A I TTTMTT\T/1T\ TT T IT°Tl\T\ TlT T1f T A rrNr!\1 TA AS AMENDED _ _ I 200 L 1 liX1LKlUK LLt 10. Weep holes shall be provided In the outside wythe of masonry walls at a JUUK LLLVA11U1N6 REVIS 21. All exposed insulation materials installed in floor, roof, and wail assemblies; max. spacing of 33" on center. Weep holes shall be a min. of 3/16in crawl spaces and attics, shall have a flame Spread Index not to exceed 25 diameter located immediately above the flashing. 3-1 BUILDING S1 with an accompanying smoke developed index not to exceed 450 when SING / STAIR SECTIONS REEO, SECTIONS tested in n accordance with ASTM E 84. II. Wall studs shall be 2x4'5 ®I6" c% or 2xb'5 ®I6" c%/ and shall be one 3-2 WALL SECTIOD piece full height. Provide a minimum of 2 studs at each side of all openings . 22. Moisture vapor retarder shall be provided in all frame walls with a max. through all walls unless noted otherwise. E-1 BASEMENT EL MENT ELECTRICAL Perm rating of 1.0 on the warm in winter side of the thermal insulation. E-2 FIRST & SECOT " & SECOND FLOOR ELETRCAL SHEET # C( 1 °QII pOM~~D C~O~]C~aC~4~ ~add~ INTERIOR WALL i~IGHT OF 1'-8" PLUS OR MINUS 2' rT~ 59'_4" ^ f~ W 15'-4" IT'-0" 11'-O" 23'-4" 3'-8" O AG UNIT ON b'-4" 2'-8" 6'-4" THE GROUND O 13'-4" 10'-0" ~ 0 r---~ I I I I V) r----I----I------------ I I r-----------------• j H ~ I I I i I 0 0 o DRYER VENT I I ~ i I 0 Imo- V I ~ 0 /1J N U OI i I ~ ~o I lay' ~ ~ I i N I I~ I I ~ I _ W6 X 20 5TE W6 X 20 STEEL BEAM ~ I HB v - - I W I I z I ---------------1 I------------------~ I I I I I I I I SUMP I I I I I ~ I I 8 POJ GONG. WALL ~ I I = I I PORCH I i a I ~ ~ u~ I r- ~ I I UNEXGAVATED I I I I 8'-0' HIGH I^U Ib" X 8" ~ S~ I ~ o I I 3 I l2" GONG. SLAB I ~ I I GONG.f TER 9 I y s Q I b'-8" 6'-4" I I OVER GRAVEL FILL I I I I ~ o ~ BASEMENT ZENT ~ X I l i i t ~ ~ N ~ I ~ 3b"x3b"xl2" GON FTG. I I I ~ ~ 5' I I ~ ® ~ EXCAVATED I 3112 GONG. OVER gTED e ~ ~ r - - - - L ADJ. J I W/ ¢#5 EW j I _ I I b ~ GRAVEL FILL (4 MIN. ) L (4 MIN.) m~ N~ I I STEEL GOL. ~ I I I I m I b MIL. VAPOR BARRIER N I I - x ~RBARRIER I I WbX15~5TEE ~ ~ ~ L______________~ I I - ~ - - h I C I "r I I I--~ i i L I I L-----~ I ~ I I T-9.. ~~_3,~ 8._3.. I 8-I L------J 24"X24"XI2"GONG. ~ I I I FOOTER W/ 3-~5 EA 8" POURED GONG, WALL I I N yNp,Y 8'-0" HIGH W/ Ib" X 8' I I I 24'X24"X12" GONG, ~ , o FD I I I I 24, 24"X24"XI2" GONG. ~ GONG. FOOTER I I ~ ~ I I ~ ~ 3-~5 I I FOC I I , WAY I FURN I ~ WAl ~ FOOTER W/ 3-~5 EA. 3"m ADJ. I i J ~ WAY STEEL GOL. I Q~ I I~ r--~ r---I-~ I r- -i r- i-- -i I I I I W6XI55TL EAM I I I L~---J I I I - -o-F-- - - I - S- - - -i- -I- _ I W6X15 5TL BEAM I i 9 ~ ~ i I ~ h• I I I 3°~ ADJ. I ND I ,I _ J ADJ. ~ ~ ~ I ; ~ Q I I `---J STEEL COL. - - J I I - STEEL GOL. ~ - ~ ~ ~ ~ I I I 30"X30°XI2" GO I ~ Z I I I I I 30°X30"XI2" GONG. I R I I FOOTER W/ 3 #5 EA. ~ I I~ FOOTER W/ 3-~5 E , j I ,I ~S WAY o I I ~ o I I WAY I I - - ~ I I o I I I (U I-314" X 4-I/2" ML 314" X 4-I/2" ML I I T-II" 1'-b" 1'-1" ~ I N o I I o I I _ - x I I ~ ~ °X30"XI2' GoN . 3"m ADJ. I I o N I I ~ ~ ~ ~ ~ ~ ~#5 STEEL CAL. ~ j h-'1 N I I 0 v 9 1 6 ~ h-1 r-- r----, I I I d' ® ~ I I I m X I X I I I W6X15 STEEL B M I I I I yJ6Xl5 STEEL BEAM I I I I m _--I-- 3°m ADJ. I I I I I I ~ ~ K I I ~ ~ i ~ L ~ I _ _ J STEEL CAL, L - ~J L _ ~ - J I i O I I I I q'- " 8'-81/2' I 9'-0112° I 9'-0112" I I 5" I 5'-4' 0 30"X30°XI2" COND. ~ ~ ~ I z• ~ _ FOOTER WI 3-~5 EA. p I N I~ -O r-- in WAY ~ ~ ~ I I I I 30"X30"XI2" GONG. 30"~30"XI2" GONG. ~ I I FOOTER I^V 3-#5 EA. I F00 R HU 3-~5 FA. .LANG. Im N I ® ~ I I - 3-~5 EA. ~N I I is I ~ I I ~ I I ° WAY WA I I I~ r r - _ _ 1 I~ I_ I _ I I I I W6XI5 5 EL BEAM I I I I I - + - - --I- -I-- - - - I _ .I .I r----- I I I 3"~ ADJ. I 3"d ADJ. I I - - ~ STEEL COL. - - ~ STEEL COL. dADJ. I 3 m ADJ. I - ~ I o TEEL GOL. L - - - J STEEL GOL. I ~ HB I I iv I I ~ -0.. I I 1'-0" II'-4" I I j I I IS'-4" z :o I i ~ I I I I I ~ ~ I 20'-8.. n ~ N I I I F o I I I ~ I I d. I I I ~ _ I I I I I ~ ~ ~ I I I I I m ® I - ~ I o I I PORCH I I I I ~ I I ~ I I I I I I I ~ I I UNEpGAVATED I ORVATED I • L'-- 1 ~ -¢!_II "XI2" GONG. ~ I ~ o I I I 13112 GONG. SLAB I I I I I OVER GRAVEL FILL I GONG. SLAB I I~ ~FlT! TER NU 4-~5 EA. I I J .R GRAVEL FILL ~ i I J ~ I j U.J ~ I I I I I I ~ I I I I ~ I I I N I ~ I I I I I V I I I L-------- ---'1 rJ I I I I I I I I I I I I ~ 4) I I I I I I I ~ I I " I I 8 POURED GONG. WALL I I I I 20'-4" j ~ ~ , O Q HOLD DOWN 4b FROM I 8-0 HI6N W! Ib X 8 I I ~ TOP OFF ATION FOR I I GONG. FOOTER I I I I I I ~ ~ ~ WATERLINE I L--------------------J I I I 0 Q I ~ ~ I 1 I ~ _ ~ " ~ N GARAGE ~ I m ~ p I I 4" Gp~~GSAL.VAg OVVER I I Q~ I--i ~ I /n~ I I GRP,YEL FILL (4' MIN.1 I I ~ ~ H } I j ~ ~ (X N I I I I I I I I 'v CQ I I zl I ~ ~ I I EI I ~ ~ ~ 0 I I SLOPE SLAB 2"MIN, REAR TO FRONT ~ j ~ N I I ~I I i ~t I I I ~I I I I ~I ~ ~ I I I I - I I I I ~ I I I I ~ I I I I 0 I I I I ~ ~ L---- ~ I I I ~ ~ ccPrw L L--------------------J N P1I DRAWING AND I^WTTB"MATERIAL APPEARING 1 I HEREIN CONGTINiE THE ORIGINAL AND UVPlk3LISN~ I I ~ VIORK OF DAVIDSON FHIWP5INC. 7NE SAME MAY NOi BE COPIED ll°}l1 DISCLOSED OR CONSIGNED i0 A iIiIRD PARfY WITHdIi THE EXPRESS WRITiB7 - - - - - - - - - - - - - - - - - - - - - - - - - CONSBIT CF DAVIDSON PNI W PG INC. WNICN RETAIPLS tHE COMMON LAW CCPfRIGHf 70 iH1G MAT9tIAL b'-8" 12'-8" b'-8" b'-8" II'-8" IQ'-4" 18'-4" 9'-0" 12'-8" DATE: l/2b/Ol REVISED: 21'-B 59'-4" SHEET # FOUNDATION PLAN O'v 1-1 I l HANDGRIP SECTION ' ~ BT!^Al 11" d 2" ~ ti N N N F N I Q !17 ti, ~ HANDRAIL z_ p VJ ~ BALLUSTER N w OR PARTITION z ~ (VERIFY STYLE) 3 m W N 4" 51iDE RAIL ) FOR BALLU5TER5 5Q'-4" ~ ~ ~ ~ ~ " N051NG OF TREAD m 55'-8" ~ ~ 10 ~ (MIN. 10") 15'-4" 2 X 12 STRINGER 7'-II" 7'-5" 4'-10" 3'-8" 2 X BLOCKING 3'-8" 3'-8" 4'-10" b'-8" b'-8" 2'-10" 4'-0" 3'-2" I ~ ~ ~ ~ ~ N ~ ~ "51 " L550 EA. 51DE ~ PLYWOOD R15ER5 me ~ TRIM d GAS r TRIM d CASE WINDOW F-"~ N (3) 2 X 12 STRINGERS J" TYPE "X" G.W.B. 0 2X6 WALL ALL 2X6 WALL TYP, UNDER STAIR PROVIDE MIN. 36" CLEAR ~ TYP, TYP. WIDTH AT STAIRWAYS 3'X3' WD Z 2X6 WALL STOOP ~ TRIM d G 5E WINDOW nP• ~ ~ G " 4-2x4 i ~ 15'-21/2 i Ib'-0" ~ II'-61/2" N N SCALE : 3/4' = I'-0' ' GREAT R00 1-----------------------~ VAO TREAT R0011 I'-II u2° " I I I I CARPET CARPET I I ~ ~ ~ BREAKFAST ~ 3 SEASON ROOM o ~ p 0-GLR~ 5EE TNRU I ~ ATTIC AGLE55 I I N D{REGT VENT GONG. 2X6 S1UD 2Xb STUD 24'X36" I I WALL WALL 4'-0" 5~_-ICI 13'-41/2" I I FIRC~LAGE WD / G.T. G I 1 ~ 3 I/2 x 31/2 PARALLAM r- o I I g I 12x4 3'm A36 PIPE w 51MP50N GOL GAP EGGXX o I ~ - - - - - - o I MASTER BEDROOM I - COLUMN w/ SIMP50N FLOOR LINE ABOVE__ _ = ~ ~ DOL. GAP EGCAXX 3-I 3/4 x II-1/8" hIL (312X4 WD (3) 2X4 WD ~ (4)12" WOOD SHELV'G I G RPET I WELD TO T/DOL. I I (FLUSH) - - - _ ~ I ~ 5TUD5 FOR 5TUD5 FOR I GOUFFERED CEILING I 14 SOFFIT ~ I F~ BEAR'6 BEAR'G _ _ I I 22x30, _ I I I I'-II U2" _ b'-5i" 41_y11 p I ATTIC l iv ~ I I I I ~ ~ I I I I _ -u ~ Z I I ~ cv Q ~~I ~ BEDR0011~~ #4 I I 4'-10 b'-2" N I I f ~ KITCHEN a li ~ `J L I I ~ 6~y~ m WD / G.T. ~ IL - I I ' I I ~ ~ W (4)12" WOOD SHELV'G ~ II Y 10'-9 3'-9 4 ~ o i t 630HD5_ I B30HD5 _ 1 r---------------- - ~ 2868 1/211 ~ ~ C I ry ~ t ~ D ~ ~ 5 m ~ i INSULATE WALL ~ ~ ~0 m 12 ~ b'-5" I1'-4" iv IF- ~ - ~ ~ N (2) 2668 BI-PA55 DR u, LORI' in CORNER iv ' o I ~ Z1~E1' ~ - TU8 - ~ 4'-I" ~ -n RAILING _ ' - ~ R - N N Rl5 o N - ~ N \ , ¢ ~ m II N ~ F~ N ~ ~ H ~ 0 4 WOOD = ~ u. - RAILING ~ N II ~ ~ ~ _ 14" 50FFIT , SPADE- III ~ ~ - ~ m - III N ~ , ~ ~ ry PANTRY ° 66 N `r N ~ ~ ~ ' ~ m ~ ~ ~ - m WD / G.T. m m o G h - - Rd5 ~ ° ~ ~ - LI 5 R .r, ~ 5 SHELYS > 2 8 W D 2'-I I!2" ~ O ~ ~ LAINDRY FLATGEILING N ~ - - 5H F 3-4 2 IIl2 ~ N ~ ~I INK d CABINET ~ DR ~ 8 BI-PA55 - ''s - - MASTER ~ u:l I ~ ~ II FOYER , FOYER ~ m ~ OPEN TO 2'-2' b'-0" 3'-3" - ~ > , - ~II _ 0 r -y,~~- ~ LAUNDRY ~ FOYER BELOW d ~ _ N ~ _ - ~I I ~ 8" I'-2" 3'-0112" 7'-b' ~ 2868 WD / G.T. N ~ -PLANT LEDGE ~ N ° o _ - HALL I I $ PLANT LEDGE ~ ~ ~ " ~ N OVER GL05ET i OVER GLGSET ~ I ~ N m 6 BEDROOM #3 - 1 4112 3 6 WOOD 1RU55E5 iv ~RPEl-- _ ~ o ~ m ~ a PL NT ®24 O.G. - ~ ~ ~ 3'-Q" 3'-2" b'- " A ~ 6'- " .n ~ 12'-41/2" = 5'-0" 31.6" 8'-3" 3'-4" ~ m ~ SHELF ~ ~ ~ ~ 2 12 O I/2 - R d 5 4 ~ DINING R OM I I. ~ ~ ~ ~ 12 -0 / N R 2'-6" ty G ~ I ~ _ NOTE: BATH _ _ ; _ INSULATE L ~ - "RETIC" ~ 55 I ~ ~ x ~ ~ ~ M~oLAI ~ p L DROP CEILING IN GARAGE FOR ~ j ~ ~ g ~ BEDROOM #2 5068 BI PA I I A G ~ ~ 4 U1 ~ N N • HEAT DUCTS. ,J _ _ ~ I z 4 CHAIR RAIL ~ ~ 2. BLOCK EACH TRU55 I I ~I x ~ ~ PLANT x ~ I I ~E~ I PLANT LE P~ E1~E~ ® 3. PROVIDE GELOTEX o GABLE ENDS ; i ~ ~ m - ~ 5 ELF ~ = I I`_'T'_'I I H _ N LOW - I b -4 I/ I 12'-0" OVER EN (3) 2X4 FUR m n. R d 5 ~-L ~ N _ I DBL. JST DBL..15T _ ~ I I n N~ V O BEAR'G N ~ I I 2nd FLR ABOV N GABBIER TRU55 5EE ROOF PLAN I If~ ~ ~ o I I ' I WAL IN I PORCH PORCH VE~3) 2X4 - TRIM d GA WINDOW =---LINE OF SECOND FLOOR i . - I ~ - - ~ ~ ~ a ~ ~ I m ~ I o DEN ~ ~ B~EAR'G o ~ 3 I/2 x 51/4 PARALLAM I o 51)MP50N GOL ~ N I CLOS T I iv w/ 51MPON GOL GAP EGGXX i r I " ~ H . I G T I CARPET I I GROWN MOLDING x ' - - - I ~ GAP EGGXX O 0 I I 4-2x4 4-2x4 5'-0" b~_gll 8 G 8"XB" WD LINE OF ~ CALUMN 2ND FLOOR ABV. NOTE: ~ n O 12'-4" 5'-41" PROVIDE 5/8" DRYWALL r _ _ _ _ _ _ _ _ _ - _ - - ~ , ~ ~ ~ 5'-4" 0 5'-411 8" I'-T" 8'-9 V2" Il- ° OAND GMMO~N,WALLS I ~ ~ 1 ~ p b'-0" 12'-8" IT'-8" I-i I ~ ~ ~ ~ 30'-4" STUDDED TRU55 I ~ Ri (70 j ~I o TRIM d CASE WINDOW ~ I 1 ('n ~ GARAGE j m ' GoNr I j I ~ ~ t!1 I ~ I`- ~%--'I I N I~(G I I o m I ~E~ I I _ I r Irv o I x 0 I ~ 0 N NOTE: I DRYWALL TAPE AND BED I O d' ENTIRE GARAGE ~ I z 21'-0" I I I I I I coprwavr zoou I ALL DRAYIIN6 AND WRIi1EN MATERIAL API'EARIH6 HEREIN LON571NTE THE ORIGINAL AND UNPUBLISH~ I WORK OF DAVIDSON PHIWpS IND. THE SAME MAT 3'-2" 3'-6" 3'-0" b'-8" 3'-0" L ~ - - - - - - - - - HOT BE LOPIED US® D15LLOSED GR iAN516N® - TO A THIRD PARTY INiHOUf THE EXPRCiS WRITTEN LONSBIi OF DAVIDSON PHILLIP5INL. WHILH RETAI THE LOMNON LAW LOPYR16Mf i0 MI5 MAT@iIAL STUDDED S?V[ - ~ - - ~ o _ I I - cn Innrrs Tul Icc. IIWJ! DATE: 1/26/01 N Q i SHELF p REVISED: V-5 II'-II" 41-2" 4'-10" 3' II b,_8" -0II 18'-4" 37'-8" 59'-4' SHEET # T FLOOR PLAN 1/4" = P-0' 1-2 A complete TJ-%pert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framez's Pocket Guide for Product Trademark Infozmation TAMS STRUCTURAL SYS ® ~ )ert Rml , A3 I HANGER LIST - Siimpson Strong-Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Nails Notes H1 9 ITT359.5 4-N1D 2-N10 2-N10 H2 0 ITT359.5 4-N1D 2-N10 2-N10 IS)f6) f5)(6) H3 1 MIT359.5-2 4-N10 9-N10 2-N10 (S)(6) H4 1 MIT49.5 4-N]D 4-N10 2-N10 (5)(6) M3 C BBO H5 1 LBV3.5b/9.S 6-16d 9-16d 2-N10 ] A3 H1 Rml ~ Rml Hanger Notes: (51 Backer Blocks Rewired) (6) Filler Blocks Required) C21 ~ JOIST AND BEAM LIST Plot ID Length Product Plies Qty Plies Qty A21 21' 9 1/2" TJI 110 foist 1 10 1 10 S CS B11 11' 9 1/2" TJI 110 foist 2 2 BBO C94 49' 9 1/2" TJI 230 joiat 1 9 2 2 1 9 C43 43' 9 1/2" TJI 230 foist 1 2 ~ C90 90' 9 1/2" TJI 23D foist 1 5 ~ A3 Rml C37 37' 9 1/2" TJI 23p joist 1 1 1 2 1 5 C30 30' 9 1/2" TJI 230 foist 1 3 ` 15.11" C29 ~9' 9 1J2" TJI 230 igist ] 6 1 1 C26 6' 9 1/2" TJI 230 foist 1 3 C21 21' 9 1/2" TJI 230 foist 1 6 1 6 1 3 1 8 C19 19' 9 112° TJI 230 foist 1 1 C16 16' 9 1/2" TJ1 230 foist 1 4 1 1 1 4 C10 10 9 1/2" TJI 230 foist 1 1 CB 8' 9 1/2" TJI 230 foist 1 3 1 1 1 3 D12 12' 9 1/2" TJI 23D foist 2 Q A3 Rml M1 15' 1 314" x 9 1/2" 1.9E Microllam LVL 3 3 2 2 3 3 - - - _ C30 C29 M2 15' ] 3/4" x 9 1l2" 1.9E Microllam LVL 2 2 • ® - C43 M3 9' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 2 2 1 2 " C44 8" 12" 12" 12" ACCESSORIES LIST Rml 16' 1 1/9" x 9 1/2" 1.3E Timber5trand LSL 1 15 ;L 1 15 B11 6b1 1' 518" or 3/9" Backer Blocks 1 9 4- ' - ' C37 A21 Fbl 13' 2x6 Filler Blocks 1 1 1 9 1 1 ~2, 12" o.c. d~ Bkl~ 1 1 11/16" 9 1/2" TJI 230 Blocking Panels 1 9 Hp Bk1 7 6 9 1/2" TJI 230 Blocking Panels 1 1 H2 Bk+, Random length blocking panel cuts 1 9 1 1 COD Bk, Blocking Panels; Rm, Riim Board o ~ IN Bkl. Bkl ~ CS C44 ~ i ~ <v ( i~~ _ 14.SN"„ i 16" N Bl ra ' C16 C19~ cs BBO - 1 Bkll 1 ~ ~ C26--/ A'Rm1 C8 o U ~ Skl Bkl Bkl kl S Rml C Aml GS ,f ti ~ E1 A3 El . Po°1 ~ El Rml g CREATED BY Powell Structural Systems 99 West Olentanav Street Powell Oh 93065 614-646-6981 FA%: 614-436-2763 Rml A3 GEVEL NOTES File Name: lOrw.job Level Name: 1st~Deck V.A. 515 Plotted: 8/13/2007 09:19 I Design Status; 1st Deck V.A. 515...811312007 09:08 2nd Deck V.A. 515...8/13/2007 D8:36 ~ Aoof V. A. 515......8/13/2007 D8:36 II NDTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 90psf Give Goad and 15 psf Dead Goad Maximum Joist Deflection: L/360 Live Load L/290 Total Load TJ-Pro Rating Information: Weiohted Average: 40 Lowest Rating: 10 Highest Rating: 64 Nailed Onlv Decking is Assumed SYMBOL LEGEND L LEGEND Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (29" Span Rating) ~ Point Load d Normal O.C. S~aeing - 16"} _ Line Load }Unless noted otherwise D Area Load i i q d i )thers Layout Scale; 3~~$" ' BBO Ream By Others Detail Callout Label 311out Label 1See Framer's Pocket Guide) ner's Pocket Guide) JOB COMMENTS I DPI Palge ~ of 3 Virginia Homes Lote105Riverside Woods FAIR THE TJ~XPERT WARRANTY WARRANTY SEE FRAMER'S POCKET GUIDE +(ET GUIDE 7J•)Kpert 6.42 (#693) C8.42 08.42 S8.42 P8.42 56.42 P6.42 - ert framing plan requires the Trus Joist Framer's Pocket Guide A complete TJ Xp See Trus Joist Framer's Pocket Guide for Product Trademark Information C~ ~ iert. TURAL SYSTEMS STRUC r HANGER LIST - Simpson Strong-Tie Company, Inc.® Nails Notes Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes (2)(5) H1 2 LSSUI35 9-lOd 7-N10 12115) H2 B IDT3510 8-10d 2-N10 (51 (2) (5) H3 2 U3510/14X RS'5 BgNNpO 2 N10 (2)(51 H4 8 IUT3510 g-10d 2-N10 Hd2-lt Hd2-1t H5 2 IUT3510 g-N1D 2_N~00 151 xdl-lt H6 B IUT3510 8-lOd 2 N _ _ - 1 1 H7 1 IUT3S10 8-N10 2-N10 151(61 (5) 1 HB 9 IUT3510 8-lOd 2-N10 1 1 ~ v ' H9 9 IUT3510 16-N10 2-N10 (5) (6) H10 1 MIU2.37/9 N H11 1 Not Found (5) x H12 ] IUT9 B-lOd 2-N10 151 y H13 1 MIU9.15/9 16-lOd 2-N10 l51 (5) H14 1 Not Found g'N10 2_N100 (5) x ' H16 1 IUT9 6 lOd 2 N1 (5) H17 1 Not Found ' ~ Hanger Notes: x t21 Web-Stiffeners Reauired (51 Backer Blocks Required (6) Filler Blocks Required BBO rl- -rp- rr - 17 ' 1 H6 H7 A3 Rml H5 JOIST AND BEAM LIST Plot ID Length Product Plies Qty U Plies Qty 1 2 w 1 2 A16 16' 9 1/2" TJI 110 foist 1 1 A7 7' 9 1/2" TJI 110 foist 1 2 1 1 1 2 A6 6' 9 1/2" TJI 11D foist 1 1 16 Aq 9' 9 1/2" TJI 110 foist 1 2 1 1 1 2 B31 31 9 1/2" TJI 23D foist 1 5 B7 826 28' 9 1!2" TJI 230 foist 1 9 1 5 1 4 - _ ~ 815 v 25' 9 112" TJI 230 foist 1 815 ~ B16 16' 9 112" TJI 23D joist 1 4 H N 5 15' 9 112" TJI 230 foist 1 5 1 4 1 5 H21 2 x2 ~ • B14 19' 9 1/2" TJI 230 foist 1 3 .1.9 " BB 8' 9 1/2" TJI 230 foist 1 3 1 3 1 2 ~ B7 7' 9 1l2" TJI 230 foist 1 2 87 ~ B4 4' 9 1l2"' TJI 230 foist 2 2 1 2 2 2 19.52" C8 8 9 112"' TJI 2 2 2 H8 C7 7' 9112"' TJI 230 foist 2 2 2 2 ,v ~ C6 6' 9 1l2"' TJI 230 foist 2 M1 6' 1 3/9"' x 9 112a 1.5EE T~im6erStIDand LSL 1 1 2 825 TS1 1D 3 1/2"' x 9 112 1 1 1 ESL 1 1 f ` H2 H2 B28 HEADER LIST H4 828 LSL 1 3 M1 B A Hdl 7' 3 i/2'" a 4 3/8" 1.3E TimberStrand LSL 1 3 - B31 1 Hd2 9' 3 112"' X 9 3/B" 1.3E TimberStrand LSL 1 6 LSL 1 6 LSL 1 1 ~ 1 H2 Hd3 3' 3 112"' x 9 3/8" 1,3E TimberStrand LSL 1 1 H1 q, H2 Hd9 9' 3 1/2"' x 11 7/8" 1.5E Timber6trand LSL 1 ~ LSL 1 1 2 2 0 2 1/ ~ II 3 7/8" 2 Hd5 17' 1 3/9"' x 14" 1.9E Micrpllam LVL ti 2 18.88" y ACCESSORIES LIST N LSL 1 4 x' Aml 16' 1 1/9" x 9 1/2" 1.3E TimberStrand LSL 1 1 + 1 3!4" s 9 1/2" 1.9E Microllam LUL 1 8 1 1 1 8 _ Bbl 1' S/8 or 314" Backer Blocks 1 6 8k1 1' 4 7/8" 9 1121" TJI 230 Blocking Panels 1 1 1 6 1 1 I Bklt 4' 9 3/8" 9 112!" TJI 230 Blocking Panels 1 26 19.9" 814 + 1" nit Backer Blocks Bbl 1 2x6 a 1/2" plywood Filler Blocks 1 1 1 26 _ ~ I Fbl 9' 7/8" x 2 5116" Web Stiffeners 2 8 r-- a Wbl 6 112" 2 8 isure ~ , 816 ~ ek*. RandoW length blocking panel cuts HIS a Q Bk, Blocking Panels; Rmi, Rim Board; Pc, Parallel Closure B14 19° m IN "H2 ~ I 1 - H9 ..3 14- 2 - -2 ~ I II Hll H10 HB C7 H6 u HBO : ~ N ~ CS Bkl w---~ - u-u ~ ~ ~2 ~ TSl _ x 1 CREATED BY Rml _ E1 99 West Olentanav Street Powell Oh 43065 619-896-6981 FAX: 619-936-2783 LEVEL NOTES File Name: lOrw.job Level Name: 2nd Deck U.A• 515 plotted: 8/13/2001 09:27 Design Status: 1st Deck V.A. 515...811312007 09:D8 2nd Deck V.A. 515...8/13/2007 08:36 N Raof V. A. 515......8/13/2007 08:36 ' ' N b NOTE: Level design times indicated above provide ~ assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 90psf Livaddeddadditionalfloads,Load Operator Maximum Joist Deflection: SYMBOL LEGEND L1360 Live Load L/290 Total Load 0 point Load TJ-Pro Rating Information: Line Load Weighted Average: 40 Lowest Rating: 28 Area Load Highest Rating: 61 Glued & Nailed Decking is Reauired Bg0 Beam By Others Direct Applied Ceiling is Not Reauired Detail Callout Label Floor Decking: 23/32" Panels 124" Span Rating) Q (See Framer's Pocket Guide) 7Guide) Hd3-lt Normal O.C. Spacing = 19.2"* *Unless noted otherwise Hd-t Header, and -t indicates quantity trimmers required at ends indicates quantity of 2x ad at ends 1 Hdl-lt 1i a Lenath in inches Opt $~a~@; 3116"' ~ Rewired Bearing Length in inches ' 1 Lay ~ iAdeauate bearing has been provide bearing length is not indicated.) na has been provided if is not indicated.) JGB COMMENTS page 2 of 3 DPI AT WARRANTY T N WARNINGS Virainia5gomes F4R THE TJ~XPERT WARRAI SYS E Model 51 ;GCKET GUIDE 1 Closure less than Lot 10 Riverside Woods e Paralle SEE FRAMER'S POCKET GUI `2f Do not split thxee times the cantilever length from D6.42 66.42 P6.42 tilever's su port. TJ-Xpert 6.42 {5693) CB.42 D6.42 S6.42 P6.4 face of can P A aamp2eta TJ-Xpext fxaming plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information 1 TJXP.ert, Hd3-lt Hd3-lt Hd3-lt 1 1 1 Wff I tv JC)I5T AND BEAM LIST ',P,M LIST Plot ID Length Product Plies Qty MI 16' 1 3/9" :x 16" 1.9E Microllam LUL Microllam LVL 2 2 Hdl-lt ~ Hd3-lt Hdl-lt Hd3-lt HEADER LIST IST 1 1 1 1 Hd2 5' 3 1/2" x 4 3/B„ 1.3E TiuberStrand LSI 3E TimberStrand LSL 1 2 !8 1.3E TiuberSttand LSI Hd3 9' 3 1/2" x 4 3/8" 1.3E TimberStrand LSI 3E TimberStrand LSL 1 1 3E TimberStrand LSL 1 11 Hd9 3' 3 1/2" x 4 3/B" 1.3E TiuberStrand LS] 3E TimberStrand LSL 1 1 i M v x d~ Ml o 2 2 11/16" A~ v ' ~ r~ ' ro D x, x w i ~ Hip End By Others M x Hip End By Others 0 w m i M a x, d~ ~0 0 Hd3-lt - 1 BBO ' Hd2-lt 1 Hd9-1t BBO CREATED BY Rowell Structural Svsteus 99 West Olentangv Street Powell Oh 93065 619-896-6981 FAX: 619-936-2783 LEVEL NOTES File Name: 1Drw.job Level Name: Roof V. A. 515 Plotted: 8/13/2007 09:23 Design Status: 1st Deck V.A. 515...8/13/2D07 04:08 2nd Deck V.A. 515..,Bl13/2D07 08:36 Roof V. A. 515,...,.8113/2007 OB:36 NOTE: Level design times indicated above provide assutance for proper level stacking. Design Methodology: ASD Roof Area Loads Varv: SYMBOL LEGEND 25 to 25psf Live Load (115 LDF) and 12 to 20psf SYMBOL LEGEND Dead Load O Point Load Operator added additional loads. - Line Load t Load Load Maximum Joist Deflection: Ll360 Flat Roof - Live Load Q Area Load Load L1240 Sloped Roof - Live Load ~ L/240 Flat Roof -Total Load BBO Beau By Others L1180 Sloped Aoof - Total Load Hd-t Header, and -t indicate. By Others triumers required at en L~yOGt $Ca~e: 3/16" = Required Bearing Length ar, and -t indicates quantity of 2x ners required at ends (Adequate bearing has b fired Bearina Lenath in inches zuate bearing has been Drovided if bearing length is not i. ing length is not indicated.) JOB COMMENTS 3 DPI Page 3 of 3 Virginia Hcues Model 515B r C y w Lot 10 Riverside Woods r0R '1 HG '~J,AP~R~' i~ fJ-XPERT WARRANTY SEE FRAMER'S POCKI IER'S POCKET GUIDE 7J•Xpert 6.42 (#693) C9.42 D6.42 S6 i93) C6.42 06.42 $6.42 P6.42 12 ~ 12 - N - e - 8 - ~ 8 N n___W______ 12 v t T I'-0" B~-_.._- __m._._._.~. - - - - - - - 8~~ w 8~~- - - 50 ~n ~ - . , ~ Y _ 3010 _ ~ ~ ~ i'-0" ~~-0.. H ~ ~ O I p-0' j ~ ` s' 30 - I - 8 - ~oo~aaoo~o~ ~oo~o ~ : ~ ~ ~ 65 0 :r' 0 3060 60 3050 `fi TEMP. TEMP TEMP , DUBLIN y _ I TWIN 3050 ' 2030,' 3030 3'obo ~ H 'REQ. 2-3060 TEMP. bJ/ , _ "C - 24" BRICK RETURN N ~ ~ N U8'=I'-0' RIGHT ELEVATICJN 1,8,~.,~-0u ~ I t t t LAW E GLASS LOW'E' GLASS LOW E GLASS w z 0 x 2X8 RIDGE BRD. 15 LB5 OF FELT OVER l^U 2Xb RAFTERS ~ 24' O.G. PLYWOOD SHEATHING WOOD TRUSSES ® 24" O.G. PLYWOOD 5t~A1HING ALUM GUTTER 6 FASCIA BRD. GABLE TRUSS ~ i~ IXIO TRIM BD IX4 NAILERy FOR SOFFIT ~ ~ WOOD TRU55E5 ® SYSTEM ~ 24" O.G. 24 O.G. yEE FLOOR PLAN FOR SIZE AND TYPE 5EE FLOOR PLAN FOR SIZE AND TYPE ~y I~~T~ U. 1~11 N.T.S. r7H F~-i O W IO NOTE; EXTERIOR ELEVAT N ~T~~ W ~~4~ . STUCCO 3`-2" 9'-10" 9'-4" -4" 4'-4" STOt~ ® HORIZON SFIINGLES 12 CORNER TRIM: IX8 SMART TRIM PER ELEVATION 10 - FASCIA: IX8 SMART TRIM GUTTER: ALUM 12 ~ RAKE: IX8 SMART TRIM 12- 10 ~ FREIZE BRD: IXb SMART TRIM --I~ 10 yOFFIT: SMART TRIM VENTED , u-J WINDOW TYPE: VINYL SINE HUNG 10 _ ~ GARAGE DOOR: Ib'-0' X 1'-0" 'PONDEROSA SERIES' _ ~ 10 V INSU.ATED RAISED PANEL 12x26 WOOD vENTf pe tlonalJ ~ 8'-0' X 1'-0" 'PONDEROSA yERIEy' INS~.ATED RAISED PANEI. - 1,2X26 WD -W/ IXb WOOD TRIM ~ RIDGE VENT: CONT. CEILING HEIGHT - H~~: HGT weir ~ , 0 WH.H. ~ ~ WINDOW TRIM: IXb SMART TRIM TYP. 12 - .r x r , ~,,'4 ~ ' ~ ~ n GROWN MOLDING: LI1~AR MOULDING MODEL ~ 6528 10 GARAGE DOOR - HEAD TRIM: FYPON 'LANCASTER" ~ - - 3050 r ~ ~ ~ U1 2'-b" FIXED ~ 12 ~ ~ ~ - . . 2ND FLR ELEV. - 8.. ~ LX _ ~ i ~.F E 0 TE P . , l ~ " _ . , ~ =i 8 , - ..M; ELLIPrIGAL TRANSOM , : ; _ EXTERIOR ELEVATION NOTES: EAVE - PPE - HGT. ~ ROOF - PPE ROOF ROOF - 1~ ~ GEILING HEIGHT - SHINGLES: HORIZON SHINGLEy - - LIFE EXPECTANCY: 30 YEAR ~n.h WEIGHT: 245 LB. TNER OSURE: 5" W.H.H. WEA EXP _ ; s 51DING: SMART TRIM SIDING I'-0" { y{O~Op yIDING 30 YR LIFE) _ - ' -.C ~ - - FASGIA: IXb yMART TRIM ~ ~ - ~ - (WOOD SIDING 30 YR, LIFE) ~ - ~ - ~ z , ~ - 2050 ~ ~ SOFFIT: SMART TRIM VENTED p - {WOOD SIDING 30 YR LIFE) - ;t,;'' FIXED 2 b ~ 20F,D 20 II II II II JL- CORNER TRIM. IX6 5MART TRIM PER ELEVATION Ix TRIM To FIT (WOOD 510ING 30 YR. LIFE ) _ 15T FLR, ELEV. - U WINDOW TRIM I X6 SMART TRIM PER ELEVATION OOP MTr 2006 ,mm.I ) ? ? M, v - ' ALL DRAK . w . _ HC~EIN GONIS INi~'c 7NE ORIGINAL AND SHED ( WOOD WIN& 30 YR. LIFE) _ = - T _ - - WDRR OF P DAVIDSON ED USE PHILLIPS IHL. THE SAME MAY TO NOT A THIRD PARTY WITfKNT THEDEXPRE55 WRITTEN " - - - - - CONSENT OF DAVIDSON PHILLIPS INC. WHICH RETAIN THE COMMON LAW COPYRI6HT TO THIS MATERIAL 112 COLUMN COLUMN Ix6 TRIM BRD ,l V r 5EE FLOOR PLAN FLOOR PLAN ALL AROUND ( TYP) N coo FRONT ELEVAT- DATE: -7/26/01 REVISED: EVATION ,,4 = LOW'S' GLASS is SHEET # 2-1 i c~ N ASPHALT SHINGLES OVER N #15 FELT PAPER DYER 1/Ib" WAFERBOARD 1^U CLIPS ~ 12 12 rr hh 6 VJ 8 r''"1 ~ -ENGINEE WORD 5" ALUM GUTTER AND ~ ~ r" FASCIA E5 ~ 2 .G. ~ / O ~ N VENTED SOFFIT ASPHALT SHINGLES OVER O #15 FELT PAPER OVER R-35 BLOWN-IN H p fNSUTATIDN 1/Ib' WAFERBOARD W/ CLIPS ~ v~ E I/2" DRYWALL (2) I-314" X Ib ML SEE EXTERIOR LEV ~Hj ~ ~ FOR FINI5HE5 H R-13 INSULATION 2X10 RAFTERS ~ ASPHALT SHINGLES OVER Ib O.G. l~/ W a ~ ~ 0 #15 FELT PAPER OVER 2X4 WD 5TUD5 N ~ ~ 1/Ib" WAFERBOARD W/ CLIPS ®Ib" O.G. ~ N 2Xb d 314' SUB-FLOOR'G R-30 INSULATION CEILING J015T ®Ib" O.G. 2X10 FLOOR J015T r 4 I b" O.G. 5" ALUM GUTTER AND FASCIA 5" ALUM GUTTER AND W z FASCIA ENTRY r 0 PORCH x VENTED SOFFIT - R-13 INSULATION VENTED 50FFIT R 13 INSULATION FAMU.,Y ROOM 5EE EXTERIOR ELEV. ~ 5EE EXTERIOR ELEV. FOR FINISHES 2X41^ID 5T1~5 2X4 WD 511JD5 FOR FINI5HE5 ®Ib" O.G. ®Ib" O.G. SHINGLES PER ELEV. OVER I/2" INSULATION BOARD ~ ~ I/2" INSULATION BOARD #15 FELT PAPER OVER 1116" 056 w/CLIPS A5 REQ'D 4' GONG. SLAB 3/4' SU6-FLOOR'G 3/4" SUB-FLOOR'G C 2X BAND BOARD I'-0" ' ~ r FA5G1A BOARD PER Q.EV. I I GRADE VARIES GRADE VARIES INSULATION PER MEG REPORT AND 5" ALUM GUTTER TREATED WOOD TEFL BEAM cGE111NG HGT. ~ ' PLATE SEE FLODR PLAN FOR .10151 TYPE d SIZE 518" DRYWALL OVER Z u Q 9 8 POURED WALL I WOOD TRU5SE5 AT 24" 0/G < ~ 8' POURED WALL 3' ° ADJ, STEEL METAL TIE DOl^Al5 A5 REQ'D VENTED 50FFIT PER ELEV. ~ O Q GDLUMN 4' GONG. SLAB BASEMENT ~ ~ U ~ U H 1/2" DRYWALL OVER Q 2X STUDS AT Ib" OIG 5EE EXTERIOR ELEVATIONS ~ FOR FINI5HE5 ^ ~ w F--~ a INSULATION PER MEG REPORT W I 1/16" 05B SHEATHING 1 /4°=1'-0" SHINGLES ~-SHINGLES PER ELEV. OVER. #15 FELT F 1/Ib' 056 X15 FELT PAPER OVER 1/Ib' 056 W/CLIPS AS RfQ'D •c I`-1 I`-0" 3!4' SUB-FLOOR Td 6 INSU.ATION PER MEG REPORT FASCIA BOARD PER ELEV. SCREWED AND FOAMED ~ 5, ALUM FINISH FLOOR BAND BOARD IONSULATION CEILING HGT. PER MEG REPORT CEILING HGT. 518" DRYWALL OVER SHINGLES PER ELEV. OVER WOOD TRU55E5 AT 24" OlG ~ 5/0" DRYWALL OVER FLOOR JOISTS #15 FELT PAPER OVER VENTED 50FFIT PER ELEV. 5EE FLOOR JOUST DRAWINGS 1/16" 056 HU CLIPS A5 REQ'D METAL TIE DOWNS A5 REQ'D FOR 51ZE AND SPACING ~ I'-0" U_> In FASCIA BOARD PER ELEV. I/2" DRYWALL OVg2 INSULATION PER MEG REPORT AND 5 ALUM GUTTER z 2X 5TUD5 AT Ib" 0/G SAME AS ABOVE 1i2" DRYWALL OVER J 5EE EXTERIOR ELEVATIONS Q 2X 51UD5 AT 16" 0/G ~c: ~ CEILING HGT. ~ Q FOR FINISHES ~ ~ 0 w U ~ INSULATION PER MEG REPORT 5/8" DRYWALL OVER VENTED 50FFIT PER ELEV. 1/Ib" 05B SHEATHING INSULATION PER MEG REPORT ~ ~ WOOD TRll55E5 AT 24" O/G ~ ~ Q o Phi o 3/4" 5UB-FLOOR TdG SCREWED AND FOAMED 3/4" 5UB-FLOOR TdG ~ ~ ~ ~ ~ FINISH FLOOR BAND BOARD IONSULATION FINISH FLOOR SCREWED AND FOAMED ~ ~ a 4 G G c PER MEG REPORT ~ BAND BOARD IONSULATION ~ fX a TOP OF FDN. ~ PER MEG REPORT ~ ~ H >j TOP OF FDN. ~ w a 5EE FLOOR JOIST DRAW{NG5 5EE FLOOR J015T DRAWINGS ~ FOR 51ZE AND SPACING GRADE VARIES FOR 51ZE AND SPACING I/2" DRYWALL OVER 2X STUDS AT Ib" O1G J~ GRADE VARIES ~ ~ 1/2" DIA. ANCHOR BOLTS W/ 1" MIN. EMBEDMENT j j: - ~ ICI ~ 1-1 ~ I ~ i=~ ~ I~~~ U2" DIA. ANCHOR 80LT5 w/ ~ _ _ _ _ 5EE EXTERIOR ELEVATIONS LT5 SHALL BE 6'-0" OlG MAX. ' ; ' j j~I ~ I I ~I I I_I ~ I --I 11.=1)1-1 ~ 1- L~..~. 1" MIN. EMBEDMENT ~ ~ - { I~~~ I {~(I 1=1 ~ Imo) I 1=~=T FOR FINISH ANp 12" FROM CORNERS MAX. { j s;: III ~ I I I-I 11~ V I~ 11=11 f~ 11= Lr5 SHALL BE b'-o' olG MAx. ° ~ I 1=! I 1=1 I I-1 I I~I~~~I 1-1 I I-III: II-III=III-III--III-II1=1I1=I! AND I~° FROM GoRNERS MAC. ° I II--III-II1= IIf-III-II1=1Il=' I I~ I I~ I I~ I I~T_i=~T=f I I: I I-ITI--I 11=1 I I--I 11=1 I I-I 11-1 I I ICI I l=1 I LEI l ii=~l l ICI I ICI i I- ~ -IT_1=111 11=1 11=1 I I~l)~=i 11= 0 ~ 6 POURED GONG. WALL 1^U ' I j~l z TUFF-N-0RY INSULATION BOARD _ I I: ' ~ I I~iTI-~ 11-111,„111-~ I H I z ~ N~ ~ ~DSUta.~orloN ~A~ I ICI II-I I {-I f I~ I1=11 I~ 111 i _ ~ FULL HEIGHT . j j='. ~ I1-111=1 { i~, Q ~-1I X111--I! ICI I ~=1I hI „ I/2" DIA. ANCHOR BOLTS W/ ~ j j j: 1' MIN° EMBEDNIEIJT ~ PROVIDE BOND BREAKER ~ I= I I H I I-! Fouow o.S,HA, ~ FULL HEIGHT I I-III III. - TFOLLOw o.S.HA. 0 I I =1I I=11 I REGOMMENDAnoNS III I1 I ~ _ " ~ BETWEEN WAIL AND I I l: FINISH FLOOR BOLTS SHALL BE b D O1G MAX. 1 I l~ f 1 FoR SLOPE ~ ~ PROVIDE E>orrD BR~Ar~R , V 1-1 11 I 1 I, ° AND 12" FROM CORNERS MAX. FLOOR SLAB ' ` j j- 4 GONG SLAB DYER z z ~ j ? ` I I=1 I ICI 1 I: UNSTABLE GROUND BETWEEN wALL AND : ~ III-I I I~'! FOR ~ A S ~ • ~ I I-I II~i IS Ef~OUNTERED FLOOR SLAB I TI I1~.=11 I UNSTABLE GROUND Q 4" GRAVEL FILL ~ ~ b MIL POLYETHYLENE `'.4, ~ j VAPOR BARRIER TAPE j I I~ 11-~I 11~- _ I I I_Ili-1 15 ~couNTERED ~ JOINTS OR OVERLAP b" ~ ; j j- jj l l-I I I~ I I~ I I.I I I- b MIL POLYETHYLENE 11=111-I I I _ _ VAPOR BARRIER TAPE ' ' . I 1=1 i II=I I i-I11=i I I-1 JOINTS OR OVERLAP b" . ` -111111-III-I I IYI I I~ TOP OF FIR. 3112° GONG SLAB OVER jj= 11-11 11~ 11~ 11. 11-111_-1 l 1111={ 11=1 I I I I I.~ I~ I I I r I~,r ~o~ 4" MIN GRAVEL j j _ - YJEEP HOLE 6 4b" ac• 3 u2' GoNG 5LA6 ovER III- l I I~ I ICI I ~.-I I _ II-III- _ 1"-111- 1 I- - ~ I' 1" 4' MIN GRAVEL WEEP HOLE 648° O,G, N''r~Elr°~i ~nNre n'~+er°~"su"uL~,a p urw"~u~i51+~ED PLACE ON NATURAL j j= UNDISTURBED 501E 11- ICI 1_I I IYI I ~ ~ I ~ I~._!_^ 1 I-I WORK OF DAVID50N PrNWPS INL. ilk SAME MAY PLACE ON NA I UML ~ I I I-III I I-I ~ NOT EE COPIED USED DI5LL05ED OR GON516N® ~ 7I ~~p y _ ro n TMIRD PA~ett wlrn~n n~E e~ESS vu~lrrea N. I51 URUED SAIL /j ~~''~~cc CONSENT OF DAVIDSON PHLLIPS INC. VWILN RETAIN z FINISH FIOOR ' r.~ j-Ij ~ ~ -1jj-jjj-Ijj-~ ~ 8~~ POURED CANC. WRLL • ° j .i~ ~ i a i~i i i-i i iii i iw , ; - . . ~ r' ~ I iif L4MMON LAW CLPi RIGHT TO iH15 MATEIEIAL ~ FINISH FLOOR A' =1 I 1=I I L- I DATE: 6/20/0-7 3/4" GRAVEL 3/4" 6RAVEL REVISED: TOP OF FTR, 3" PIA, PLASTIC DRAIN TILE. 8" X 16" GONG. FOOTER `pr" 3" Dla PLA5TIG DRAIN TILE 8" X 16" GONG. FOOTER PLACE WITH HOLES ON BOTTOM " CONNECT TO SELF GONTAINEP PLACE WITH HOLE5 ON 60TTOM 8" X lb o FOOTER SUMP RHP OR GRAVITY DRAIN GONNEGT TO 5ELF CONTAINED 5UMP PUMP OR 6RAVITY DRAIN SHEET # lk,JIAIXIAGE WALL SECTION Ill"=1' 0° TYP. WALL SECTION J ?~".,'-0" rfP. WALL SECTION 3-1 _ _ _ _ - - _ _ 1 - N N N W w W ~ H 0 H ~o H ~ ~ ~ ~ 0 ~ 200 AMP. METER U o ENCLOSURE H ~ N 2" PVG (SGH bO) 3 RU~i 4/0 #4 BARE COPPER W XHHN ALUM. TO WATERPIPE 0 2-U2' PVG RISER (SGH. 80 ) G D GRADE ~PG TO POWER SUPPLY PORCH c ~b BARE COPPER II TO GROUND ROD 200 AMP MAIN BREAKER PANEL ~t r- I r ~ h-~ NO SCALE I ~ ~ ~ ~z2ov Z I PG I j FURN j W~H• V- ~ ~ ~ L_ L____J U i i ro iec O 1 1 0 P ~ s ~ R BASEMENT ~ AL OTES~ ELECTRIC N , ~ ~ ~ ~ 3 ~ I, ALL BEDROOM OUTLETS TO HAVE ARG-FART CIRCUIT 1 1 1 INTERRUPTERS. l t 2, ALL OUTLETS WITHIN 6' OF SINKS, IN THE GARAGE, BASEMENT, AND ON THE EXTERIOR SHALL BE 6.F.1. PROTECTED 3. ELEGTRIGAL REGEPTAGLES SHALL BE INSTALLED ALONG THE WALL SO THAT NO POINT IS MORE THAN b'-0" FROM AN OUTLET ON ANY WALL 2'-0" OR MORE IN LENGTH, AND AT EACH KITCHEN COUNTER THAT 1512" OR WIDER PER I~G. 21052 4. A MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED SOLEY TO SUPPLY THE LAUNDRY REGEPTAGLES PER NEG. 210.11(GX2) 5. PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEC, 21052 6. PROVIDE ONE RECEPTACLE WITHIN 25'-0' OF ALL HYAG UNITS PER I~G. 210b3 ~!J I J I I ~ I1J .33 M P ~ PG CCU 47" 6 k~, , I N ACT D I ~ ? I ~ ~ ~ a W~S,,~ ~:17EMS K.W:~IB.K:R G,C;T,.~ B.K.R. ~K.W.I 17~MS IW.S, I I T; , ~ I ~,r ~ - ' I p , 8 -1 ~.,:.8; RANGE f ~ 9.~0 X2140 :1 2.2140 8.44 IAIR C IUD . STOOP ~ ~ , fi _ _ - I ' ~ ' ~ ~ I SUMP 4~ ~ ~ o I s'± I - I ~ 12 .,:10 DRYER 4.00..: ,?130 5 61120 1,.40 MiCR4WAVE I I I is I GARAGE ~ ~ ~ ~ ~ - ~ 121 I -r.. ~ - 7 8112Q 1.OQ !1WNIRl.P,~~l..:: , ~ ~ ~ ~ I i ! ` ~ ~ Q ~ ~ ~ ~ r 1 0.80. ~iYCH~N #1- 1 12 12 REFR(GERA OR 1.00 1120 9 1p 1.2Q I I~. I I' 1 N1 G 121 1 KITC N# 2 ,0, 0 111 0 1 /20 .40 Q11 N II 2 HE 8 2 ~ 1~ 1 t i o Q ~ 11 ~~~2.UVASHER`~ 100 / 4 , 13:,1 1`120 X1,00 1PAMILYRM 12 _ , 1 2 ?...4 I ~ T ~ r:. I ~ ~ I r ' I >>_t4~STU0Y: ~ 0.80 'i1f15` 115 :.15#.1;115 IQ.40 IGDG # 1 ~ : 141 I R ~r___....~ G f h~r~ \ ~x I I ~~_1,4~G00 #~2~:~ ~~4.40 1/1.5 17 181/15 1,40 DISHWASHER i4 I I { ~ ' I i I ~ I , 12~8ATH CFI. 0,80 ,1120- 19 2Q 1115 0.50 DlSPD~AL 14 I , ' I 1 14'FURf~AC~ '0,50 ~ 115` + 21 22fi1115 X1.50 1SUMP 14. 1, I 0 ~ ~ ' I i 1 ; I I 14 l.rG 1.80 ~ 1 15 ~ 32 -2411115 1, 50 L1"G 14 f . I 0 I ; , I z 1 ~1~4:i,rG ~ ,1.00 1/15 25 261115 11.00 1GFi BASS 1d l rte. _ I ,;;a : ~ I I -.:.<14~SMOK~~.DEY ; ;0.50 1115 27 2$ 1115 1.00 ,LTG , 14 0 I ~ ~ ~ I I ~ I ~-14,L~'G ,0,50 X1115 29 301115 1,50 LTG 14. ~ ~ ccprRlavr zoob I ~ ~ 141 ALL DRAYIIN6 AND W21T(EIV MATERIAL APPEARING HEREIN 4ON5TINTE THE ORIGINAL AND I.NPU9lI5NED =:_12~8ASEMENY X1.80 ~ :1.120 f 31 3211115 1.50 .~~'G BASS ~ I I WORK OF DAVID5ON PHIWPS IN4. THE SAME MAY NOT BE COPIED VS® DISLLOSED OR (AN51611® ro A mIRD PARtt wmour mE EXPRESS wwrra+ i I ~ i SPARS I I ~SPAR~~ 33_ .34, LONSENT OF DANDSON PHIWPS INC. WHICH RETAIN i11E GOMNION LAW Lq°YRI6Hi TO THIS MATERIAL ~SEMENT ~ - ~SPAR~ I I , SPARE - 35 . ,...__.~._~.._r..___.._._._,~,.~._-. _ , Ir~ll_u_nu r7eTC. A/IG,//» = SPARE - - 1 37 3$ ~SPAftE ! I/T ~1-i/ AIL: Vlly/VI REVISED: ; - -SPARE ' - SPARE ' - ~ ' 39. 40 SHEET # E-1 _1 _ _ - _ _ _ _ ND ~ N I, ELECTRIC SERVICE PANEL SHALL BE X00 AMP N~~y ::N 2. DEDICATED OUTLET SHALL BE INSTALLED FOR SECURITY SYSTEM ~ 3. INSTALL ELEG PER LATEST N.E.G. aY ~ Ater w M~' r.; 0 ~ N I`~ ~ O :F e W . , ~r ~ H H ~ a ~ ~ f'''1 N U ~ ~ N x` ~ STOOP 5 ~ is ,~'Iry/,r, ~ ~ ~ g~i~q ~.~-I :>O ~ i ~~uj11/ ~ ~ i ~ i y ~ I"'y ~ i ~ 1-----------------------~ 1 ~j 5 4 I ~ ~ I I OH rrl r r"" ~A F•t . r T`~ I I I I ~ ~ 1 [ 'V ~ ~ I I ~ ~ 4 I I I i I I GREAT ROOM ~ ~y; ~ ~ a, ~ I I I 1 I I I I I I r I I I I r I I O r TO Est s ; I I E - ~ I MASTER I FLOOR ; , I I ~I I it . ~DIShI-~ p~ .Z= ~ I BE RQOM I r IwASHERI II d' I ~ r r ~ I Ir Q G I li I J I II I , I 1r5~L + I i I ;I I ;I ~ f I ;I r--------------------~ 3 \ ~ I U ~ o ~ ~I ~ W - HooD y , TO TO I ~ ~ I ~ ~ ~ BJ1~PlT II ~ 3 ~ I ~ r ; ~ i i II 1 y ~ I j t o I J ~ ~ ' I I 1 ' % ~ I I ~ J~lJyJ i q~~y,~ y~ G ~ O ~ I ~ ~ I I , ~ , ~~IdL~JasL - ---t9?' t~ ~ TT • ~ - r-- ====1 i° M ~ ~ r , II ~ II " i , . , i i r ~ ~ ~ b I ~ ~ F ~ I i mi m, 1 ~ 1 1 i . ~ 1 I . i 1 'p `lTJ` 1 G MASTER ' ~ ~ - LAIN RY .I I c BATH - FOYER 0® ~ ~ ~p F ; ` 1 G $ 1 1 GFI 1 ` 1 I ? I i DINING ROOM 111``, ,~1`II ~ I li r I ~ r I i I ~ , i ~ I i I \ I ~ ' 1 I ~ I I I ~ 11111 11 1 Q I I . I I I 1 I 4~ , q I WALK-IN I PORCH,`~~`•~ y~, ~ ~ 1~ ~ V 114 -I-0 I I CLOSET I I 6HRAGE DOOR I I OPENER PREWIRE i ~i 1 I I ` i ~ " ri 5~'MB0L LEGEND 11 ~ ~ O O I IIOv DUAL OUTLET it ~ it it ~ ~ ~ ~ IIOv SWITCHED OUTLET it i 111 ~ ~1 ~ IIOv WEATHERPROOF OUTLET i 111 ~ 1 r1 Q 1 11 ' ~ 1 ~ n/~ ~ ~ IIOv GROUND FAULT INTERRUPT OUTLET 22W 220v RECEPTACLE 1 ~1 ~ i 11 ~ w ~ LIGHT SWITCH Ijl " ifl~ (3) WAY LIGHT SWITCH 11111 ~r 1 U1 ~4 (~1 WAY LIGHT SWITCH 1 I 1 1 1 I 1 1 Q SMOKE DETECTOR 1 ~ ,p, ~ 1 1 17 I 1 CEILING LIGHT 1 DOOR ~ O ~1 OP~tJER PREWIRE I _ 1 11 1 WALL MOUNT LIGHT 1 I I O i '1 ~ ~ CEILING LIGHT -PULL CHAIN z c REGE55ED GAN LIGHT 1 ~ 0 F EXHAUST FANLIGHT COMBO EL 1 ~ J FIRST FLOOR ~ ~ EXHAUST FAN 1 I I/4"=I'-0" it ; ' OOP1'RI6HT ~ ALL DRAY4N6 AND WRITIEN MATERIAL Ar'PE,4RIN6 ® TELEPHONE OUTLET 1 HEPEIN GONSTINTE TIE ORI6INPL AND IINPUBLISN~ 1 WORK OF DAVID50N PHIWPS INO. THE SNf MAY 1 " NOT BE LOPIED ltSED 015GLOSED OR CON516NE9 ® P15P05AL ` i mn mwr THE COT OF AW COP PHILLIPS ITHI RETAIN \ J. THE CAMMON LAW GOFfW6MT TO THIS MATERIAL © GABLE OUTLET n TRACK LIGHT ; DATE: 606101 . D 200 AMP ELECTRIC SERVICE PANEL ~ REVISED: r~ r~ rd SHEET # E-2 I