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05201006 Permit Filev CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESID This is to certify that 1 described below and PERMIT ? 1 the residence r occupancy. ?S `? `? •? L ,°i ` .? ? G' / ?' J ? ADDRESS: ? ?'-1 PERMIT NO.: BY: FINAL INSPECTION DATE: ? a1 ? ? 7 ? . ? c.r I.?.. ? f? , ?- ? X6 ? ? d ? 'o ? Q V d O L a ? l (' 0 z E L d a ? m ? ? ? a ? E E s 4 o " M... a ? 0 ? ? . c . c c ?• ? ? c o ' u d c > ?a ? m ^ -- m? y d C N a = M y S ? c ? ?a ' C ?3 C ?' ?I _ c 0 ? i i ii n. ii a ii w w w ii o CZ E L ?, x z O U 1? ? r 11 V t 2 ? L V cL ? '? ? ? ? ? ? v a r ?? ?s o 2 s? a ? ? ? ? Q. t ? m 0 o C L- ?L L ? 0 ? ° ? °? m • ? 3 O 7? ? 7 ? y l0 m ? V 02 v? 2 m 7? p 3 q! 0 e0 7 p a GI = ? C p ? ? - C (L :) 0 v) O U. O. .• u. v) O LL w a 1 oc w w rn M a ? c9 ... oc i,. ni LL i-. CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 BEVILACQUA, LUDO BUILDERS INC. 5930 CLEVELAND AVE COLUMBUS, OH 43231 August 28, 2008 RE: Building Pernut Nearing Expiration Application Number: 05-201006 Address: 8195 AVERY RD Project Description: Dear BEVILACQUA, LUDO BUILDERS INC.: The Building Standards Division records indicate that the above-mentioned permit will expire on September 03, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to pernut expiration. There will be a$20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey Tyler Chief Building Official CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . Revision number . . . . . . Property Address . . . . . Parcel Number: Alternate Address: Application type description Property owner . . . . . . Contractor . . . . . . . . --------------------- Structure 05-00201006 Date 4/02/08 . 4 . 8195 AVERY RD 273-011338 CELTIC ESTATES #6 RES SINGLE FAMILY DETACHED . BEVILACQUA BLDR . BEVILACQUA, LUDO BUILDERS INC. Information 000 000 ---------------------- Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc .. PERMIT EXT TO 9/25/07 Permit Fee .... 660.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/03/08 Qty Unit Charge Per Extension BASE FEE 140.00 13.00 40.0000 RES BLDG PLAN REVIEW 520.00 ---------------------------------------------------------------------------- Permit ...... RES HEATING, VENTILATING, A.C. Additional desc .. PERMIT EXT TO 9/25/07 Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/03/08 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES HVAC 260.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc .. PERMIT EXT TO 9/25/07, 9/3/08 Permit Fee .... 420.00 Plan Check Fee .. .00 Issue Date . . . . 3/15/06 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 37.00 10.0000 EA RES PLUMBING >1 FIXTURE 370.00 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc .. PERMIT EXT TO 9/25/2007 Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . 6/16/06 Valuation . . . . 0 Expiration Date . . 9/03/08 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 ..... 05-00201006 Date 4/02/08 Revision number . . . . . . . 4 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES ELECTRICAL SERVICE ------- ------------------------ 260.00 , ----------------------------------- Permit ...... LOW VOLTAGE ELECTRICAL PERMIT Additional desc .. PERMIT EXT TO 9/25/07 Permit Fee .... 170.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/03/08 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 10.0000 RES ELECTRICAL LOW VOLTAGE --------------------------------------- 130.00 - --------------------------- Permit . . . . . . WATER PERMIT Additional desc .. PERMIT EXT TO 9/25/07 Permit Fee .... 1600.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/03/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP ----------------------------------------- 1600.00 ------------------------ Special Notes and Comments A walk - out basement has not been approved for lot 6 on the master grading plan for The Celtic Estates on Avery. 8' bikepath drawn in wrong location. Walk-out grades must be reviewed and approved by the design engineer.(EDB International,Inc.) Design engineer must then submit approval letter with site plan. What is grade elevation at walk-out doors? 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 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number ..... 05-00201006 Date 4/02/08 Revision number . . . . . . . 4 ---------------------------------------------------------------------------- Special Notes and Comments PLACEMENT AIR CONDITIONING UNITS ARE NOT PERMITTED WITHIN REQUIRED SIDE OR REAR YARDS. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 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. UNIFORM MAILBOXES MUST BE INSTALLED, SUBJECT TO STAFF APPROVAL. LINTEL AND SILLS ARE REQUIRED ON WINDOWS PLACED IN A STONE EXTERIOR. MATERIAL CHANGES OCCURING AT OUTSIDE CORNERS, MUST WRAP THE CORNER AT LEAST TWO FEET, OR USE A MINUMU 3-1/2 INCH WIDE CORNER BOARD ON BOTH FACES OF THE CORNER. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total 3450.00 3450.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 3450.00 3450.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. ........ .. _ _ . .._. i _ _ .. _.. _.._.. .. _ ? .... .... .. .. . _... ._ . . . . _. .. . ... CITY OF DUBLIN Division of Buiiding Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 BEVILACQUA, LUDO BUILDERS Ir 5930 CLEVELAND AVE COLLIMBUS, OH 43231 March 17, 2008 In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has nat been completed or simply lacks a final inspection, please call the Inspection Line (614-4104680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a$20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey Tyler Chief Building Official CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 BEVILACQUA, LUDO BUILDERS Ir 5930 CLEVELAND AVE COLUMBUS, OH 43231 February 23, 2007 RE: Application Number. Address: Project Description: Dear BEVILACQUA, LUDO BUILDERS INC.: The Building Standards Division records indicate ftt the above-mentioned permit will expire on March 25, 2007 and that the proj ect has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a$20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey Tyler Chief Building Official ? ? APPLICATION FOR BUILDING PERMITJUN 1 7 2005 ? • This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER QC) CQ 0 U '?4 . ti., _ .. - . i . ",. . .. . .. ._..,; :; Issued in Ohio Under Authority of a 0 ? Auditors Taxing District t-t,45ATw?p-??t?i GSOParcel Number ?7.33 ot ? 338'" 0 G 0 a ? a Address of Property F/Y3 A???? AV, L Subdivision [, C ,-rt`c Lot 6 , Applicant's Name: ig?,? V C {t v ,p y.J Phone Number: 611y- JJLI;L YJO Email Address: q:-t6 ?I?gU6 sQC.?'+?v ??+a!• ?E/- Fax Number: Owner's Name: QG? i/ Q-C-Gt VA Phone Number: ..+ Address: 793f) f4- v?.. 4f?Q D iY ?J,2 3 ? ? LV Designer's Name: tqA S41 d uGA £1` [?'? trtn? Gu Phone Number: dl Y p? ?'^ J !'/CP Q Address /O 6V tCr`?. S?=tl ,?v/ti`+?.a ? Builder's Name: QGu t14e Q-u;,A ;S fAYi Phone Number: 64 tV24-7 Address: S730 c<cW441k A,. C1o"e O 1'f 1(3 a2 a? Builder's ID: Type of Improvement: 4,lG Improvement Cost: So O. po ci• a9 Number of Bedrooms: Heating Fuel: ?4s Number of Gas Appliances per Unit: S Number of Baths ?. S Sewage DisposaL• Se.,,t v Garage ? Building Height: ,4/ Water Supply: j?& L Number Car Garage: 3, C 0 I3uilding Unfinished Basement jt r -T 0 Zoning Lot Area o l Finished Basement Total % Occupied by Structure ? ~ ? Lower Level st Floor l Front Setback ? ? ?Q 2nd Floor ! Rear Setback a ° ?. r 3rd Floor - Right Setback a Other Left Setback Garage 706 ` Lot Width at Building Line Deck/Screened In Porch Zoning Disri-ict Gross Square Feet I ,A-? Building Area at Ground Level Existing Use of Property Living Area Flood Plain Yes No The owner of this building and undecsigned, do hereby covenant and agree to comply with ail the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted • herewith, and certify that the information and statemeMS given on this application, drawings and specificarions are to the ? ? best of their knowledge, true and wrrect. Signature of Applicant Date Received Date Received Date Received ? Date Ap oved /?• ??,--?. Date Approved Date Approved ? p ? ? • c??' `?'? 1 ?? ??? Zoning Official Plans Examiner Issuing Authority CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . .... 05-00201006 Date 3/26/07 Revision number . . . . . . . 4 Property Address .. .... 8195 AVERY RD Parcel Number: 273-011338 Alternate Address: CELTIC ESTATES #6 Application type desc ription RES SINGLE FAMILY DETACHED Property owner . . . . . . . BEVILACQUA BLDR Contractor . . . . . . . . . BEVILACQUA, LUDO BUILDERS INC. --------------------- Structure Information 000 000 ------------ ---------- Construction Type .. ... 5B - UNPROTECTED COMB Occupancy Type . . . -------------------------- . . . RESIDENTIAL - 1,2,3 UNITS ---------------------------------------- ---------- Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc .. PERMIT EXT TO 9j25/07 Permit Fee .... 660.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/25/07 Qty Unit Charge Per Extension BASE FEE 140.00 13.00 40.0000 RES BLDG PLAN REVIEW 520.00 -------------------------- Permit ...... ---------------------------------------- RES HEATING, VENTILATING, A.C. ---------- Additional desc .. PERMIT EXT TO 9/25/07 Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/25/07 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES HVAC 260.00 -------------------------- Permit . . . . . . ---------------------------------------- PLUMBING PERMIT ---------- Additional desc .. PERMIT EXT TO 9/25/2007 Permit Fee .... 420.00 Plan Check Fee .. .00 Issue Date . . . . 3/15/06 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 37.00 10.0000 EA RES PLUMBING >1 FIXTURE 370.00 -------------------------- Permit . . . . . . ---------------------------------------- ELECTRICAL PERMIT ---------- Additional desc .. PERMIT EXT TO 9/25/2007 Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . 6/16/06 Valuation . . . . 0 Expiration Date . . 9/25/07 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 . . . . . 05-00201006 Revision number . . . . . . . 4 Page 2 Date 3/26/07 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES ELECTRICAL SERVICE 260.00 -------------------------- Permit ...... ---------------------------------------- LOW VOLTAGE ELECTRICAL PERMIT ---------- Additional desc .. PERMIT EXT TO 9/25/07 Permit Fee .... 170.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/25/07 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 10.0000 RES ELECTRICAL LOW VOLTAGE 130.00 -------------------------- Permit . . . . . . ---------------------------------------- GAS LINE PERMIT ---------- Additional desc .. PERMIT EXT TO 9/25/2007 Permit Fee .... 70.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/25/07 Qty Unit Charge Per Extension BASE FEE 70.00 -------------------------- Permit . . . . . . ---------------------------------------- WATER PERMIT ---------- Additional desc .. PERMIT EXT TO 9/25/07 Permit Fee .... 1600.00 Plan Check Fee .. .00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date . . 9/25/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 ------------------------------------------------------------------ Special Notes and Comments ---------- A walk - out basemen t has not been approved for lot 6 on the master grading plan for The Celtic Estates on Avery. 8' bikepath drawn in wrong location. Walk-out grades must be reviewed and approved by the design engineer.(EDB Intern ational,Inc.) Design engineer must then submit approval let ter with site plan. What is grade elevat ion at walk-out doors? NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL 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 . . . . . 05-00201006 Revision number . . . . . . . 4 Page 3 Date 3/26/07 Special Notes and Comments 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 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 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. UNIFORM MAILBOXES MUST BE INSTALLED, SUBJECT TO STAFF APPROVAL. LINTEL AND SILLS ARE REQUIRED ON WINDOWS PLACED IN A STONE EXTERIOR. MATERIAL CHANGES OCCURING AT OUTSIDE CORNERS, MUST WRAP THE CORNER AT LEAST TWO FEET, OR USE A MINUMU 3-1/2 INCH WIDE CORNER BOARD ON BOTH FACES OF THE CORNER. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3520.00 3520.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 3520.00 3520.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 430,16 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number .. ... 05-00201006 Date 11/23/05 Revision number . . . . . . . 2 Pin number . . . . . . . . . 648070 Property Address ... ... 8195 AVERY RD Parcel Number . . 273-011338 Alternate Address . . . . . . CELTIC ESTATES #6 Tenant nbr, name . . . . . . 7490 Application description ... RES SINGLE FAMILY DETACHED Property owner . . . . . . . BEVILACQUA BLDR Contractor . . . . . . . . . BEVILACQUA, LUDO BUILDERS INC. -------------------------- Structure Information --------------- ---------- Construction Type ... .. 53 - UNPROTECTED COMB Occupancy Type . . . . -------------- . . RESIDENTIAL - 1,2,3 UNITS -------------------------------------- ---------- -------------- Permit . . . . . . RE SIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee .... 660.00 Plan Check Fee .. .00 Issue Date . . . . 1a. 00P5 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 13.00 40.0000 RES BLDG PLAN REVIEW ----------------------- 520.00 ---------- ------------------------------------------- Permit ...... RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES HVAC -------------------------- 260.00 ---------- ---------------------------------------- Permit ...... LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee .... 170.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 10.0000 RES ELECTRICAL LOW VOLTAGE ---------------------------------- 130.00 ---------- -------------------------------- Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee .... 70.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 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) 4104670 • Inspection Line: (614) 410-4680 Page 2 Application Number ..... 05-00201006 Date 11/23/05 Revision number . . . . . . . 2 Pin number . . . . . . . . . 648070 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 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 ---------------------------------------------------------------------------- Special Notes and Comments A walk - out basement has not been approved for lot 6 on the master grading plan for The Celtic Estates on Avery. 8' bikepath drawn in wrong location. Walk-out grades must be reviewed and approved by the design engineer.(EDB International,Inc.) Design engineer must then submit approval letter with site plan. What is grade elevation at walk-out doors? 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 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 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 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 ..... 05-00201006 Date 11/23/05 Revision number . . . . . . . 2 ' Pin number . . . . . . . . . 648070 --------------------------------------------------------------- Special Notes and Comments ------------- 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. UNIFORM MAILBOXES MUST BE INSTALLED, SUBJECT TO STAFF APPROVAL. LINTEL AND SILLS ARE REQUIRED ON WINDOWS PLACED IN A STONE EXTERIOR. MATERIAL CHANGES OCCURING AT OUTSIDE CQRNERS, MUST WRAP TH E CORNER AT LEAST TWO FEET, OR USE A MINUMU 3-1/2 INCH WIDE CORNER BOARD ON BOTH FACES OF THE CORNER. ------------------- ------------- -------------------------------------------- Other Fees . . . . . . . . . RES BLDG INSPECTION 540.00 RES CERTIFICATE OF OCC 20.00 SEWER DUBLIN 1800.00 SEWER COLUMBUS 1250.00 SEWER INSPECTION FEE 90.00 Fee summary Charged Paid Credited ------ ---------- ---------- --- Due ------- ----------------- ---- Permit Fee Total 2800.00 .00 .00 2800.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 3700.00 .00 .00 3700.00 Grand Total 6500.00 .00 .00 6500.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 • Fas:614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE PLEASE PRINT ALL INFORMATION Applicant: T?e-?! (__ 2 k,.A 0. 4)k= kCompany: Slte: (Provide Detail Plot Plan of Lot) ' . Lot No: t.G Applicatian No: 05-20 100 CP Subdiuision: ? C IT: r No Violations/Inspection Approwed ? Viola#br 1. Clean Curb & Gutter (Ord. 28-98, Sec. 97.38) ? 2. Improper Approach (Ord. 12-89, Sec. 153.210(A)) ? 3. Adjust Water/Gas service box to grade ? 4. Adjust Inlet to grade ? 5. Erosion Control/Sod or Seed (Ord. 40-98, Sec. 53.090 (G)) ? 6. Replace Damaged Asphalt (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) (ADA Specification) (Sec. 152.70) isapproved > C1 Approved For Conditional Occupancy L11(}: ,4djust Manhole to grade (Sanitary/Storm) ? 11, Rebuild ManhQle Throat (Sanitary/Storm) (Ord. 59-74, Sec. 51.04) ? 12. Improper Grading (Ord. 7-75, Sec. 1 50.040) ?13. Glean S#reeUClean Sidewalk (Clyd. 7-75, Sec. 150.039(J)) •. (t).R.C. 723.011) ?14. Adjust Wat'ch Valve to Grade (MainlinelFire Hydrant) a ?15. ?16 ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Ord. 7-75, Sec. 150.038(C)) ?17 ? 9. Replace Damaged Sidewalk/Bikepath (Ord. 35-74, Sec. 51.04) Install Grade Stakes (Policy 98-027) ' ' Submit "As Built" Plot Plan ? (Policy 98-027) Driveway Exceeds 8% Maximum Slope (Policy 98-019) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for Inspection must be approve"rior to req Inspector: Re-Inspection: '``-'r -'--tl Approved Inspector: ? Disapproved ? Conditional nspection when work has been completed. The Engineering Final ting an Occupancy Inspection by the Building Divftiop. ,,, Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP November 4, 2006 City of Dublln, Ohio Go Robyn Harp - Department of Development 5800 Shier-rings Rd. Dvblin, Ohio 43016-1236 Dear Robyn: We are in receipt of the proposed grading plans for lots #5 & 6 in Celtic Estates Subdivision in The City of Dublin. We have reviewed these site plans and have concluded that the peripheral boundary elevations meet the construction drawings for the subdivision. The finished floor elevation is different, however the deviation will not have any negative impacts on the site and drainage should be maintained in the same drainage pattern as was originally desinged The `Plot and Grading Plans' submitted is acceptable, however care must be taken during final field grading to ensure that the drainage patterns established are maintained. . Respectfully yours, ? Patrick M. Altvater Ohio Registered Engineer #E-49495 EDB International, Inc. 6375 Shier-Ring Road • Suite F • Dublin, OH 43016 • Phone 614/761-4700 • Fax 614/76 I-8630 630 Orchard Lane #301 • Beavercreek, OH 45434 • Phone 937/426-3100 • Fax 937/426-7633 ? ? \ ? , --- ---- -- _ ? BAUER, DAVIDSON & MERCHANT, INC. ( CONSULTING ENGINEERS 255 GREFN MEADOwS DRIVE SOUTH WESTERVILLE. 01110 43081 PI-IONE: 614--846-3393 FAx: 614-846-4575 _ ? ? 20' NO RUrLD DRAINnGE f C/( OF SWALf EASEMfNT . I 6 ry JJ 8195 ? I HOUSE AREA = 3.8901 S.F. O1 ? LOT AREA = 33,2291 S.F- a ? N LOT COVERACE = t iJti tv ? W LOI 5 W F.F.=941.33 " c ' F G. =939.0 ^ ? ? _ ` J 935A z 7.5 ~? - ' DECK ? 34.67' I ? !41 ' F.F.=941.33 ? ? • 6.00 21.9 ? T.p.B.=940.33 ? 8 2.00 -- ?--- ' GF.=939.0 ? 8 0 ,/ ?? 0 17.67 y R.F.=932.83 ?C39-0•7 ` PROP. ° 15.6714 3 ? ? I DRIVE ORf.H 35.83' -N 105' SEif3aCK 938 N .OO 2. d = o _ - --- 9390 y = ,z ? ? N , ? J e`. b %50 $LOPt 1. y7 ,/ O ND?T 93 NV. 9_4._OS I DmvE-wnr 1374 X a: ? a ?937.. S , ? , > .: r-- - ? --- U- - ? 30 EASEMENT ? -'SPUT RAIL FENCE ACCESS EFS EN _ ? 5 D,'. 5 - ? 10' BIKE PATH fASEMEN I - ? 937.08 - ---- -------- - ?937.46? ? - - ? _ - E P c.° __ _ '- - - N -- 16' 15 00 W 102 50 53'f TO C/C OF ORIA DRNE PLOT AND GRAD(NG PLAN ")T N0. 6? 7F-IE CELTIC F_STATES ON AVERY LAT (300f< 10.5 `/ DUB!_IN AGE 30 ? FRANKLIN COUNTY, OHIO ? ane F, 2005 ? Scole: 1'" = 40" .1 ?J31.80 J ' 932.3a '? N 16'15'00° w 102.50 _ ? - - - ?^ -- -- -- 929.30 ?29 57 ?/ `-' `- -6 " 9SL/2 ,/ ? 939.00 ? MEM L _ ° PROP. 8' ASPhIALT BIKE PA7k 3s, ? ?`+ B C ? zmm' -- -- . . 936.27 ? ?^---- r37.30 ./ -------- AVFR Y RDAD 60 ?, in?? plut ?s prep-J !cr fhe bcoi 6uild?ng depu?????Ns use onU ;s n f fo Ue conslrued ns n-ng been prcl-etl tar Ihe ow?rer ur lar the use ol c i Ih-wne, io, any pu?pnse. {?/ - ^ VV •.. Po?cel No. __________.____.'_ QEVII.ACOUA o( fiaiw 2o??e^ N ho.., w?Me {bod InsvraiKe eoi< u?p i?. _?RANKUN,CO.•? owo. [om??uv??r ( SUHV'D ORn N CnECKED v?,,.•i rm„m<. .39Oh9C?? 18?u.?a??r a,i. M?1RCH__16. 2004 ? L?y? SS ??tv 7/t9/OS iv Iff J26 Ff:\DWC 05P&C\133605\13365PGi.OWG ??gAERXCERjI61E-TAtATTHE -THIS PLOT PLAN ARE THE ?dM3Alap 03n yd Er x- "- F RESULT OF AN "AS Bl11LT" SURYEY 2!3lVM pN y 830Nn S3H? `' PERFORMED ON 7dN31b7.1liN11NVSN3?11301A!!3S F.3 b0£W311771j>fJb'8 `ub1nNb?oNl?3?ilf)d38 ?PP1?.Oq DS 03.1obd4Oo SURVEYORORBUILDERSIGNAiURE DAiE RECEIVED: d/ 5/07 11 :46AM; ->BUILDEFtU: noc?', •^-'_ - BDM pAGE 03/03 06/05/2007 11:20 6148463393 ON & MERCHANT, INC. 3 0 BAUER, DAVIDS ? CONSULTING ENGINEERS 255 GREEN IUEAOOWS DR1VE SOUtH WESTERVILLE. OHIO 43081 • ' PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT N0. 6 THE CELTIC ESTATES ON AVERY PLAT BOOK 105 OU@UN FRANKLIN COUNTY, OHIO PAGE 30 June 6, 2005 Scale: 140' 931.80 N 16'15100" w 702.50' 932.34 932.7 929.30 _? 929.57 932.1 _ ? ? ? •? a ? ? ? ? w 5 s? i LOT 5 T.04=942.1 F.G.i940.8 Of ' r n W g ;n x 21. ?X?:? 937.4 93 7.50 Nv -: ORNF WAY )Ci 937. 936.9 aCCESS EdS ? 936.8 37.08 936.5 936.3 37.70 PROP. B' ASPHAI,T BIKE C/l OF SWALE 20'NO BUILD DRMNACE EASEMENT I 6 8195 N I ? N n W PROP. EXTERIOR I STEPS FROM g B.F. UP TO F.G. I,? ? 936.5 IS'F?1 ?' = 7.5' ,U-cu? -' ? , 1 36.00' ? 2.00' . • ,"R. 0 17.67' I 9?15.67' ' 7.8 I ! ORCH .? 0 ? 30' EASEMENT 30' BIKE PATH EASE, N HDUSE ARFa - J.890t S.f. LOT CpvERACE3,229t7?.F. ? f.F.=941.6 T.O.B. s940.6 G.F.=939.2 B.F.=931.6 f05' SETBACK /WL FENCE ? O N lo: N WO? O Q ?' O?W ? LU?Q ? c- C?G 4 ? ? ? U ?? ?1 ULj ? >c x ?kx z_ co ? 0 937.46 53 *f t0 C/I. OF MEMORIAL ORNE 939.00 937.4 ? , ? . . . . ----- - - AVERY ROAD 60' ? te 4e tonafnxd a A?M Men omP?d /u'tM owwr er Ior tAe we el ? l1A4 y W+Od? lor tM bcol EwWin9 de0alm?nf'f uH onA 4 ? IM Owiwr /M r^Y I"'P°e*. W - -- OMW Na. w w,,. Mu,u,;w,dw to 60 ar.A w wow BENUCOUA d f?./ !rr M aM.? M w MN wwWel s?IIVO dUwn a U2CKEO W^wiy 16 2004 Mb1 55 JLD ru.r w?+...,?41L4°_C?tB.ltxa?ea a» MARCJi- ? 2053-06 ?'- I.D. ,/26 H:\DWG 06PkC\20536\20536GRD.DWC Order No. , ??: CITY OF DUBLIN ? DIVISION OF ENGINEERING ADMINISTRATIVE POLICY AND PROCEDURE Subject: Final Grading Inspection of Single Family Date Initiated: 1/1/98 • Last Revision Date. Residential Construction policy No• 98-027 Page 1 of 1 FINAL GRADING INSPECTION OF SINGLE FAMILY RESIDENTIAL CONSTRUCTION Effective April 1, 1998, grade stakes must be set by a Registered Land Surveyor or a person sufficiently familiar with surveying, on all residential lots, at each point where a proposed elevation is shown on the approved site plan. Each grade stake shall be clearly marked with the proposed elevation of that point, and a reference mark either at the proposed elevation or an even 1.0 foot cut or fill to the proposed elevation. Additionally, the Builder shall document provide a copy of the approved site plan, corrected to reflect "a ction' conitions. thel follow ng note the City is a prerequisite to final approval of the lot grading inspe PY sha and signature: I hereby certify that the grade elevations shown on this plat are the result of an as built" survey performel on 1 ? Builder's Signat may The grade stakes must be in place and undisturbed at the time of finBuIdeGs a esons ble for ensun g hat no removed after gra ding has been a p p r o v e d b y t h e C i t y o f D u b l i n. T h e P change is ma de in gra de until after a Certificate of Occupancy is issued. Approved: . ? Director of Engineering/City Engineer 3 jj6( iqqf Date p:\PASS\ENG\_P0LICY\ENGN0L.027 ?1--) CITY OF DUBLIN 71 Is- .V) Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date h(aiou Application No. Oe5 4 APPLICATION FOR ELECTRICAL PERMIT ? Parcel No Job Address 9z 45_& - Subdivision Lot No. - 6? Owner Name Telephone ? Contractor Name & Telephone r i! / ? . Contractor Address ^ Residential: ,,'I New Sq. Ft. Temporary Service $40.00 ....................................... $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each addiEiona1500 Sq. Ft. CommerciaL• Dublin Registration No(%P- + 5 nthereof over 1000 Sq. Ft. n thereof over 1000 Sq. Ft. New Sq. Ft. Alteration/Addition Sq. Ft. Sl..LL -?0 Temporary Service $60.00 .......................................................................................................................... $60.00 Minimum plus $60.00 foz 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 $ _VQ JOB DESCRIPTION This permit is granted on the express oondition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN 6?? Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE Generai Contractor: Appiication No • 05" 02? ? ?o(o Job Address: The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* c.zr ? - CONCRETE* ZUX ? o - O bl' MASONRY STRU CTU RAL* Con s? 7' ?? ??^ ? 3 l? ELECTRICAL* O 6- s s n PLUMBING* HVAC* Z h 6 ? ? '?'y INSULATION ROOFING* C"? r b ? - d DRYWALL SIDING SANITARY SEWER* Sun ? ?D6? ? LANDSCAPING FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 Application Number ..... 05-00201006 Date 6/16/06 Revision number . . . . . . . 4 Property Address ...... 8195 AVERY RD Parcel Number . . . . . . . . 273-011338 Alternate Address . . . . . . CELTIC ESTATES #6 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . BEVILACQUA BLDR Contractor . . . . . . . . . BEVILACQUA, LUDO BUILDERS INC. -------------------------- Structure Information 000 000 ----------------- Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee .... 300.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/13/06 Qty Unit Charge Per Extension BASE FEE 40.00 13.00 20.0000 RES ELECTRICAL SERVICE 260.00 Special Notes and Comments A walk - out basement has not been approved for lot 6 on the master grading plan for The Celtic Estates on Avery. 8' bikepath drawn in wrong location. Walk-out grades must be reviewed and approved by the design engineer.(EDB International,Inc.) Design engineer must then submit approval letter with site plan. What is grade elevation at walk-out doors? 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 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. Page 2 Application Number ..... 05-00201006 Date 6/16/06 Revision number . . . . . . . 4 ------------------------------------------------------- Special Notes and Comments CONTACT PLANNING DIVISION 410-4600 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. UNIFORM MAILBOXES MUST BE INSTALLED, SUBJECT TO STAFF APPROVAL. LINTEL AND SILLS ARE REQUIRED ON WINDOWS PLACED IN A STONE EXTERIOR. MATERIAL CHANGES OCCURING AT OUTSIDE CORNERS, MUST WRAP THE CORNER AT LEAST TWO FEET, OR USE A MINUMU 3-1/2 INCH WIDE CORNER BOARD ON BOTH FACES OF THE CORNER. ------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300.00 .00 .00 300.00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 .00 .00 300.00 RECESVEO: 5/19/06 4:12PM; ->923 5484; M19; PAGE 7 ' MAti ; 1 9-2006 03 :55 AM d.r- ?il?-=-sc+.c-(V Pcxmit Numbex RFScheck Compliance Certificate zooo iECc RF..ScheaY Sotwue Vcccion 3.6 Releue 2 pite ilename: I:\DATAVOBSVMoocheclc\Bcvilaoque\CFLTTC6.cck C1TY: Dublin (Fmklin) S'1' ATE: Ohio HDD: 5719 CONSTRUCTTON TYPL: Single Camily WMDOW / WALL RATIO: 0.11 DATE: 05/19/06 PR07EC'C NOTES: Previoualy :evoci projax in£urmatinn: Ludo Bcvilacqua Buildcrs 5930 Clweland Avmuc Columbu:, Obio Hesanant wdls huve 3/4 wxtaproofboercl 1t-3.1 COMPLIANCE: Passea Mmimum UA - 985 Your Hrnnc UA = 969 11.8•/. Baca 7'han Code (i1A) Ceiling !: Plu Cciling or Scisaur Trosa Wall l: Wood Prnmc. 16" o.c. Doar 2- Glaus Window 1: Wnod Fnunc, Doubie Pane with Low•E Wa112: Wood Frwnc, 16" o.c. Window 2: Wood Frarm Uouble Pane with Low-E Door 3: SOlid Basvnent Wdl 1: Solid Cnncrete or Masonry Wdl height: 8.5' Depth bolow gtade: 7.5' lnsuluion depth: 7.5' Window 2: Wood Fruma Doubic Penc Bnacrncne Wall 3: Solid Conc.Teee or Mesonry W a11 hcight: S. S' Depth t?clow gtado: 0.0' g4? 7-o Is Checkod Ay/Datc RECEIVED JUN 0 7 2006 BUILDI oF DUBL?ON CITY Gro6s Glazng Aiea ar Cevity Cont. or Duar PCtitusu[ B:Ynlur B-YAuc U-ZMflt 1lA 2854 30.0 0.0 IOQ 3837 13.0 0.6 291 34 0,390 13 Z$3 0.390 99 304 19.0 0.0 l0 !09 0.390 43 28 0.390 11 2130 0.0 3.1 234 26 0.390 10 195 19.0 3.1 k P.07 MAY,19-2006 03:56 AM lnsultioe depeh: 8.31 Window S: Wooc1 Fcarnc, naubic Panc with Low-E 6 0.39Q 2 Daor 4: Glas 34 0.390 13 Baanmt Wvt 4: 3olid Concrete or Masnnry 765 19.0 3.1 35 W dl haght: 85 Dcpth bdow acada 40 tnaulation depth: 8.5' Fumeoc l: Forcod Hot Air, 90 A?FUE P.08 : ..., =A? ..??y • : ??'q COMI'LIANCE STATEMEM; The Fnmpoeod building der,ign descxibaJ hae is consistrnt with tho buildinb plmt, spo63catiocu. and otha calalation9 submittod with thc pamit application. The proposod building has bxn daignod w moa the 2000 TECC roquirements in RBScheck Vecsion 3.6 Release 2(f)rmerly MECeheck) and to mmply witb che mundatory taquirbmrntr li in Sch k Insprccian Cha:klixt. Buildet/Desiana Due : •.6 • ;?? l ..i'' ; j:. . INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUNi DATE: 1 /3/200G FROD1: CORNERSTO\EENERGY RE: DUCT INSULATION L\' UNCONDITIONED ARE.AS \Ve have communicated with Dublin Building Department and the municipality has explained to us the?, will be enforcing ductwork outside the conditioned envelope to be insulated at R-8 starting imrnediately. Please attach tliis page to your current IECC's for code suUmittals. Unconditioned Ducts: - All duct\%•ork located outside the conditioned building envelope will be insiilated to R-8. , ? C0 neI . ? Entr??4 rr - rricex l Chris Patterson Estimator Enerpy Star Rater Oftice: 614-351-1439 Ext. 228 Fax: 614-351-6650 N ertel: 614-554-8644 136*41 *6831 Email: chris.patterson@nstalled.net MAYI-19-2006 03:56 AM RE?check Inspcction Checkliat 2000 IECC RE.Scheak 5otwAre Vasion 3.6 Relca4c 2 DA'TE: 03119106 Bldg. I Dapt• I Usc I ? cdung,: [) ? 1. Caling 1: Flat Caling or Sciesor Truss, R-30.0 cavity insulation ? Cnmmants: _ .,.-- ( ( AbovsGtade Wello: 1. Wdl 1: Wood Fcamc, 16" o.c., R•13.0 cavity + R-0.6 continuous inxulation ? Commante: ---- ( j ? 2• Wsll 2: Wc>od Fremc, 16" o.c.. R-19.0 cavity insulation ? Commcncs: I I Buement WaIIs: [] ? 1. Buemcnc Well 1: Solid Cnncrccc ar Masonry, 8.5' hU7.5' bg/7.S' insul, ? R-3.1 continuuue insulation ? Commcnts: .,.? ? Fxtorior insulation must hevc a rigid, opaquc, wcatlierresiatant protoctive oovaring thrt ? wvcs the expoKOd (abovo-grecie) insulution end actrnds at lent 6 in. below gfucle. 2, t3aeemrnt Wall 3: Solid ConaYte ar Masonry, 8.5' ht/0.0' bg/R.S' insul, ? h-19.0 cmity + R-3.1 oontinuous insulation ( Commants• I Bxtaior insulation muct havc a rigid, opuque, wcathcr-msietou?t pmtective cavaing thm ? covcn thc exposod (abovc-gradc) insulation and cxtcnde u leaat 6 in. bctow grada ( J ? 3. Daeanent Well 4: Solid C:nnarae or M,wonry, 85 hU4.0' bg/8.5' inxul, ( R-19.0 cuvity + R-3. I oontinuoua insulation I Commcnts: ? Extarior insulation must have a rigid, opaque, wesdheo-reaistant protedive covaing thnt ? oovert thc cxpo5ccl(abovagracic) insulation and extatds et lcast 6 in, bdow grarle. I ? W(ndovvs: [] ? I. Window l: Wood Frame, Double Panc with Low-G, U-6stor. 0.390 ( For windows withwt lebclod U-fectors, deacribe fatures: ? # Prnts __^ Fcame Typc _ Thcrmul Btt:ak7 Yts [] No ( Commtnta: w ---• ._._._. _._... (] ? Z. Window 2: Wood Fcame, Doublc Panc with Low-E, U-6ctor: 0.390 I For windowv without labelod U•fictoex. dkticribe iatureF: ? # Pwia?, rran?r Typc Thamal Hrcak'l (] Ycs [] No ? Comwents• (] ? 3. Window 2: Wood Frome, Double Panc, U-Wor: 0.390 ? For windows without labclal U-ictors, dcacribe features: ? il PancnFrune Type Thamal Breek? [] Ya (] No ? Commcnts• ___ _ --.-•-- ?_._? ._,_.-_._?__.. 4. Window S: Wood Framc, Doublc Penc with Low-F., U-factor. 0.390 P. 09 ' •.i'. _ .------? _ F{tCitlVt?1: 'J/iN/UO 4:1??1"Mj ?OGJ OYOVj R1Slj I?HVC ?V . MAY'-19-2006 03:57 AM. ? For winJowa without labelod (J-fictun, dcsaibe buur+ed: ? q PanesFrunc Thamal Brsuk'? [ J Yas (] No ? Comments• I I Doon: ( 1 I l. Dnoc 2: Glana, U-factor. 0.390 ? Commentt• (] ? 2, Door 3: Solid, U-factor. 0.390 ? Comnuuu: ? I) I 3• Door4: Glsv.r, U-6ctor. 0.390 ? Commmts: I ? Hadne and Cooling Equlpment: [) f l. Furnaoe l: Forood Hot Air, 90 AFUL• or higher ? Mekc and Model Number i ? Air Lenlage: Joiatn. penatations, and all other such oprning9 in the building rnvelope that are sources ofnir ? leakage mugt be seulod. [] ? Reaesod lights must be 1) Type iC ratal, or 2) inatallacl inside an oppropriate air-tiyht o9ednbly ? with a 0.5" clcaranoc from comhustible mataials. Ifnon-IC ratod, t6c 5xture must bc in:tallod with o ? 3" clamce from ineulnticm. I ( Vapor Retarder: [ j( Requirad on the warm•in-winter side ofall non-ventod framal ceilings, walis, and foocx. I ? tK.atdal. taannncaaon: Muer;ds and oquipmrnt muet bo irutallod in aocwrciance with thc manuY,clwerc installetian instrudions. ( J( Materials and oyuipmcnt must be idemifiod so that complixnce wn be daaminod. [) ? Munuficturcr msnuals 6r all iaatalled heating and cooting oquipmcnt and :crvicc wetp' heating ? aquipmrnt muat be pr+uvidal. [) ? Tneuluion R-velue6, glaxing U-feaon. and heating equipmenc effciency must be clcarly markal on ? the buitding plsns or spcci5cetions. I ? Duct Iasuladon: (? I Ducts in unoonditionod spaccs muat bc insulatod to R-S. ? Duas wtaide the building must ba insulacfxi tu R-6.5. ? ? Dud Conrtructfon: (] ? All jointr, soam:, and wnneetions must be xocurrly istrnaf with welde, gaskets, miutics (ulhaaivet? ? mutiFplw-cmboddod-fibric, or tapcs. Tapcs and mxatics musc be retai UL 181 A or UL I A1D. ? FauWlion: Continuoualy wclded and locking-typc longitudinal joinu and acM: on dudt ? opaming At lare then 2 in. w.g. (SOD Pa). ( j( l'Ae HVAC system must ptvvide a means fur balancing air and wata- systems. I ? Taopemture Contrnls: [) I Thamostau are roquirad br e,ach separate HVnC cystan. A monual or outomatic memns to I puctially awtria or shut offthe hcsting and/or oooling input to each mne or ioor ehall be pmvidod. i I Servlce Wakr Headng: [] I Weter heaters with vatical pipc risen must have a beat crnp on both the inlet and outlet unlt3S the I waten cmta has er+ intcgrnl hcat tnsp or ia pert ufa citntlatinQ syscon, P.10 .? ..:. ? `3'L???: t . .; ? :..?. . "Z ?3!?•:. A : I? ? . '' ,:I': ?.; . s;.. .. ?yyt. SyA;•?i . ; 1?..? ,.? .? : ?. . :.z.?? ?_..?, RECEIVED: 5/19/06 4:14PM; -T523 54tf4) iria; rr."c ^ MAY-19-2006 03:58 AM tnRUlate cirivleting hot watc piprs to the lcvelx in Table I. Circulatlpa Iiot Wstcr fiyttatts: Inaulate cierailffiing hot weter pipes tu the it-vels in Tublc 1. ? Swlmmlae Poais: [] ? Ail hatal twimming poole muet have an on/o6heater ewitch and require a cvver unleas ovet 20°/. ? oftbe heatieg energy is 4om non-dep(dable eouroes. Pool pump6 roquirc a timc elock. 1 ( Hadnf and CoollnQ Plplne Intulation: HVAC pipins wnvrying guids abave 105 °F nr chill«! Au;ds below SS °F must be inaulatod to thc ? levd: in Tabte 2. P. 11 ` f'IAY,= 1 9-2006 03 :38 AM Table 1: M/rJneuan Jwsalatron 7hicknersjnr Clrculating Hoc Wcter Pipes. Heatod Water Nnn .'nculOtinQ Runouts . -,lvl?rL ?e ?c nnuu Tem,nmiture ( I 1 11F cn 1« Un to 1.25" 1.3" to 2.0" Qyer 2'. »aieo o.s 1.0 ?.s 2.0 140-169 o.s o.s 1.0 1.5 100-139 o.s as o.s 1.0 P.12 f ' ?r •: r ? ? •':??, '!J -?,.. . . ?-. ?: Tablt 2: MIniMurw INowlallnn 7'hIckNest jor NVAC !'Ipes. Fluid Tanp. Insulation Thicknc_ag in Lnc.hra bv Pinc Ciem $gnpe f Fl 11.,.RlmCUti VandT-tit "to211 N l' PiAiGasvat? T)Mcg HatlnR lSyskne Low Prtieew+d'!'empeuun Low Tanpauurc Strurn Condenaate (6r bod wutar) coouAa sylcm Chillod Wata, ltefrigaanc, end Hrine 201-230 1.0 1.5 120-200 0.5 1.0 My 1.0 1.0 ao-ss 0.5 o. s Below 40 1.0 1.0 1.5 2.0 1.0 1.5 1.5 2.0 0.75 110 1.5 1,5 NOTF.S TO FIELD (Building Dcpartment Use Only) ...MY? ..? :?'. ? . .s. . .nt? ; .,. `•?: : •?' ~a i? ?? ? • z 35484 P.01/01 FEB 01 2006 8:20 AM FR BDM 614 846 4575 TO 82 CITY UF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number: /XS? 1e'416 ?- SURVEY4R BUILDING LOCATION AND FIRST FLOOR ELEVATtON CERTIFiCAT10N FORM t, the undersigned, do hereby certify the foilowing location of building and etevation of top of the foundation walt at tfie referenced property. It is the buiider's responsibility to ingure that the location and elevatian of the tcp of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to #he City of Dublin Codified Ordinance 1305.02 (k)). r / Owner: G Subdivision: Lot Number: C7 Address: 4ve-r` R?C. Approved Foundation Elevation Actual Top of Foundation Profiessional Seal OFOy?? O aoeERT ? STOVER ' cr 7244 V O FGI8TfcQ`?' NAI.s? Feet above mean sea level. 940.5 Feet above mean sea level. $AITBR, DAVIDSOTI & WRC ff a TPC. Consultulie Epgiqkw , Sinature of Surveyor ?'r°o?ession11°1urveyor Fo. 7244 Febraary 1, 200?6 pate This form is to be completed prior to the foundation inspection and must be made available on-site with tha approved prints. ExceUSutvey 02.N14 FEB 01 2006 8:20 AM FR BDM 614 846 4575 TO 8235484 P.01i01 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • lnspeCtion Line: (614) 410-4680 ? ???JDLP Application Number: SURVEYOR BUlLDING LOCATION AND FIRST FLOOR ElEVA710N CERTIFICATION FORM 1, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wali at the referonced properiy. It is the builders responsibility to ingure fhat the location and elevatian of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approvad by the City of Dubiin (ia reference to #hQ City of Oublin Codified Ordinance 1305.02 (k)). Owner: 1,4 G Subdivision: C? ,--177[? l.ot Number: 1? Address• f?&Q Aoproved Foundation Elevation Actual Top of Foundation OFOy? Profiessionaf Seal• ? ROBERT ? p t STOVER j O 7244 NAI.sv? Feet above mean sea levei. 940.5 Feet above mean sea level. BADER, DAVIDSOTi b UR , YFC. Consult' E ia ^ Si nature of Surveyor ri?o?ess18na1°1uiveyor Fo. 7244 _ February 1. 2006 Date This form is to be completed prior to the foundation inspection and must be made availabia on-site with the approved prints. Exceustavey 02.N14 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 ? 0 ? These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLA N R EVIE W C HE CKL IST Application No.? S- a0 / D U(o ? o -o :: a A ? m Date Reviewed "7 - O S ? v o cr C ~ Plan Reviewer's Comments & Notes Reviewed By ) o Z c?, a a roved d ?Disa V A U ? 3 ? Z pp pprove ? y d C a, OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads v/ ? Houses over3,000 Sq. Ft. Ordinance Stair Risers & Treads 4-5 7 314" max. riser 10" min. ireads and 6'8" headroom R303.6 Stairway Illumination ? R311 Handrails & Guards ? R312 Schedules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules ? sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing 1318" s.c. or 20 min. door and 518" gyp. Bd. Type x" on R309 Attached Garage Fire Separation all common walls per City Ordinance 5.7 sq. ft. (24" net hgt. 20" net width) max. window stilf R310 Bedroom Emergency Egress ? hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior poors Bath 2'4'x 68", habitable space 216"x 6'8"(min) R311.4.3 Landings Minimum 3' x 3' R311.2.2 Understair Protection ? 112" gyp• Bd. Type X" Bsmt./hallway/bedrooms wired to prime electric/battery R313 Smoke Detector Locations ? pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside s/eeping 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" oc; 7" into masonry& concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements ? houses and additions R405 Foundation drainage systems ? R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans ? Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 112" for wood & steel/ 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection November 4, 2006 City of Dublln, Ohio Go Robyn Harp - Department of Development 5800 Shier-rings Rd. Dublin, Ohio 43016-1236 Dear Robyn: We are in receipt of the proposed grading plans for lots #5 & 6 in Celtic Estates Subdivision in The City of Dublin. We have reviewed these site plans and have concluded that the peripheral boundary elevations meet the construction drawings for the subdivision. The finished floor elevation is different, however the deviation will not have any negative impacts on the site and drainage should be maintained in the same drainage pattern as was originally desinged The `Plot and Grading Plans' submitted is acceptable, however care must be taken during final field grading to ensure that the drainage patterns established are maintained. Respectfully yours, 9??.- ? Patrick M. Altvater Ohio Registered Engineer #E-49495 EDB International, Inc. 6375 Shier-Ring Road • Suite F • Dublin, OH 430 I 6 • Phone 614/76 I-4700 • Fax b I 4/76 I-8630 630 Orchard Lane #301 • Beavercreek, OH 45434 • Phone 937/426-3100 • Fax 937/426-7633 - 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) Date S -Ir)1 o`'p Application No. 06 " ?o 1?? 'V(New ? Remodel *Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address ( J I"t? ?? ? L(A +'--'-? Parcel Nor?! ,)-CA'?3 v Subdivision/Project Name Cf7_L?L(-- ??A- t CA , Lot No o Owner's Name ????QJA ?12L nF-" Telephone ()1"ft- Contractor's Name ?004-??? ???? ??u- CIO Telephone U Contractor's Address (at_n2j 1??10k'1. !^QM_ s-C"^'40 04 pub1in Registration Number o? o' `4 tv Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? W? Of what materials da the vent pipes consist? OB s Of what material does the house drain consist? ?s *INDICATE NAME OF CERTIFIED BACKFLOW TESTER no.. INSTRUCTIONS This form must be properly filled out and returned to the office of the City accompanied by a fee calculated upon the following basis: RESIDENTIAL Application for permit & first fixture ............................... $50.00 3fl Number of remaining fixtures X$10.00 =$3-W-1? a Total Inspection Fee ..................................................... $ • of Dublin at least four days prior to the date of the FIRST INSPECTION, COMMERCIAL Application for permit & first fixture ..............................$60.00 Number of remaining fixtures X$12.00 =$ - Total Inspection Fee ....................................................$ Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Air Admittance Valve "Backflow Preventers Bath Tubs Bed Pan Washers Bidet Chemical Sinks Dental Cuspidors Dilution Sump Dish Washers Drinking Fountain Floor Drains 7 rage Qry. Garbage Disposal ? Hot Water Heater ? Interceptor Kitchen Sink Laundry Trays Lavatories Mop Sinks Outside Faucets Roof Drains Rough-in Openings for Future Sewage Ejectors HOT WATER TANK RELPLACEMENT FEE $35.00 Qty. Showers Sterilizers Sump Pump Trap Primer Urinal Wash Fountain Washing Machine ? Water Closets Water Lines Water Storage Tank Other GRAND TOTAL Division of Building Standards Application Number ..... 05-00201006 Date 3/15/06 Revision number . . . . . . . 3 Property Address ...... 8195 AVERY RD Parcel Number . . . . . . . . 273-011338 Alternate Address . . . . . . CELTIC ESTATES #6 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . BEVILACQUA BLDR Contractor . . . . . . . . . BEVILACQUA, LUDO BUILDERS INC. -------------------------- Structure Information 000 000 ----------------- Construction Type ..... 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee .... 420.00 Plan Check Fee .. .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 37.00 10.0000 EA RES PLLTMBING >1 FIXTURE 370.00 ---------------------------------------------------------------------------- Special Notes and Comments A walk - out basement has not been approved for lot 6 on the master grading plan for The Celtic Estates on Avery. 8' bikepath drawn in wrong location. Walk-out grades must be reviewed and approved by the design engineer.(EDB International,Inc.) Design engineer must then submit approval letter with site plan. What is grade elevation at walk-out doors? 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 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 Page 2 Application Number ..... 05-00201006 Date 3/15/06 Revision number . . . . . . . 3 --------------------------------------------- Special Notes and Comments 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. UNIFORM MAILBOXES MUST BE INSTALLED, SUBJECT TO STAFF APPROVAL. LINTEL AND SILLS ARE REQUIRED ON WINDOWS PLACED IN A STONE EXTERIOR. MATERIAL CHANGES OCCURING AT OUTSIDE CORNERS, MUST WRAP THE CORNER AT LEAST TWO FEET, OR USE A MINUMU 3-1/2 INCH WIDE CORNER BOARD ON BOTH FACES OF THE CORNER. ----------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- Permit Fee Total 420.00 .00 .00 420.00 Plan Check Total .00 .00 .00 .00 Grand Total 420.00 .00 .00 420.00 ?i ..? . JCt'41 0f . ; 823 548a; le/22/28@2 7489654092 t4feA o S -,2o; 6 Bcvita.r.^• -x..ilderc Lot # 6 Addres s: S A very Road Ohio JUL-1•05 10:40AM; BRApLEVELECTRIC Bradiey Electric 16901 Hartford Road $unburY, Ohio 43074 (614) 507-0429 Licenie #20319 LoAd Cal,- ictoh forServiee 5,220 sq . . , VA Two 20-A .. Two laun(F _,,; appliance catcult at 1.500 VA cach : 15,660 VA ; Double o??:?; ;cuiv 8t ISQO VA cach 3,000 VA Cook to ? 3,000 VA t Onc mic?- 9,800 VA Onc dish ?. 9,400 VA 2 Clothe:. .. lt 5,000 VA each 1,500 VA 1,200 VA Two whi.r:, , ..n9 Qi 1500 VA each 10,000 vq Tota1 gen, ,i 000 Vq Less10,0'- 100% 56,560 VA -10 0 V Remaindc; 46,560 VA Subtotal gc. - )ad g 24 V Electric he,, i , VA cr 65% 28,624 VA Hcat pum; A,ir conditi @100% ' 9,750 VA ?p VA @ 100"/0 7,200 VA rota7 7 240 VA 52,774 VA Calcuiated service 52,774 / 240 = 279.89 219.89 AMPS FAGE 3!3 PAGE A2 ----'__' -. ........ ?..+?. ...1 '- - cv u-v?? v?rv? ? rMVC c Aug 10 OS 02:14p Manual J Load Calculation 8'h Edition Entire House Desi n Conditions: De rees F mter Summer indoor 70 75 Outdoor 5 95 HTM• - inter Summer Ceilin s 2.3 1.3 Ex sure of walls 5.6 1.9 Basement walts above rade 5.6 1.9 Doors solid 32.2 10.9 11 low E Windows and glass North 38.6 North 16 doors South 38.6 South 25 East and West 38.6 East and West 46 BTU Winter Summer Ex osed Walls 3025 sf 16,940 3,933 Ex sed Walls above rade 802 sf 4,491 1,523 ilin 1,809 sf 4,160 2,351 Doors 21 sf 676 229 Total Windows and Glass Doors 590 sf 9,259 25,421 Total Infittration H 295 cfm C 194 cfm Mechanical Ventilation Bath faN ran e/ fresh air 100 cfm Total CFM H 395 28,242 C 295 6,490 Ouct loss 3,507 2,100 A liance 1,200 Peo le/li hts 1,200 Sub-total 67,275 44,447 Latent ain 13,344 Total BTU loss/ ain 67,275 57,791 Total CFM re uired 2000 Ouct size 26x10 Furnace size minimum In ut 90% 75,000 'r conditioner minimum 60,000 p.2 Permit Number REScheck Compliance Certificate 2000 IECC REScherk SoEwane Vasipn 3.6 Retease 2 Data 5lename: I:tDATAVOBSVblecchetk\Bevilacqua\CELTIC6.cck PROJECT TITI.E: Cdtic Estates lot 6 C1TY: Columbus STATE: Ohio HDD: 5708 CONSTRUCTION TYPE: Single Family s WINDOW / WALL RAT10: 0.11 DATE: 08/23/05 DATE OF PLANS: Mayi 7, 2005 DESIGNER/CONTRAC7 Ludo Bevilacqua Buildas 5930 Cleveland Avenue ' Columbus, Ohio PROJECT NOTES: Basemeat watls have 3/4's.vweterproofboard R=3.1 COMPLIANCE: Passes Maximum UA = 985 Your Home UA = 869 : 11.8% Better Thaa Code (UA) Ceiling 1: Ftat Ceiling qr Scissor Tiuss Wall 1: Wood Frame, 16" o.c. Door 2: Glass Window I: Wood Frame, Double Pane with Low E Wall 2: Wood Frame, 1?, " o.c. Window 2: Wood FrdmDouble Pane with Low E Doat 3: Solid Basanent Wail 1: 5olid;Concxete or Masou?y Wall hcight: 8.5' Depth below grade: 715' Insulation depth: 7.5'i W indow 2: W ood Framt, Double Pane Basemcnt Wall 3: Solid Concrete or Masonry Chedced By/Date Cmoss Glazing Aiea or Cavity Cont. or poor Pcrimctcr B-Value R-Valllc U-Fact.4I UA 2854 30.0 0.0 100 3837 13.0 0.6 291 34 0.390 13 253 0.390 99 304 19.0 0.0 10 109 0.390 43 28 0.390 11 2130 0.0 3.1 234 26 0.390 10 195 19.0 3.1 8 . .<....1 .. _.. ?., ? w ?.?n.rrr.?r.. a ? Watl haght: 8.5' DepEh below grade: Otl Insulafion depth: 8.5'i:; Window 5: Wood Frdm? Door 4: Glass Basemaat Wa114: 5olidijl W all height: 8.5' i; Depth bdow grade: 4';i Insulation depth: 8.5'f: Fumace 1: Forced Hot A?`t ?: coMPzIANcE sTATth i; speafications, and othert meet the 2000 IECC req? mandat4ry requirements ?i Builder/Designer Doubte Pane with Low E 'onaef.e or Masonry r, 90 AFUE 6 34 765 ]9.0 3.1 0.390 0.390 2 13 35 AENT: The proposod bui(ding design descxibed hec+e is oonsistent with the building plans, alailations submitted with the permit application. The pmposed building has barY designed to iremarts in RFScheck Vecaion 3.6 Release 2(brmedy MECcheeE) and to conngly with the isted in the RESchepE inspedion Chedclist. Date RI+ASCleeck Inspeition Checklist 2000 IECC RFScher* Sofware Versiivn 3.6 Redease 2 DATE: 08/23/05 PROJECT TTTLE: Bidg. ? DePt• ? Usc I I I Estates lot 6 CciHngs: 1. Ceiling 1iFlat Ceiling or Scissor Tcuss, R-30.0 cavity insulation Abavo-Gnde WalIs: ?.. 1. Wall t: V?ood Frame, 16" o.c., R-13.0 cavity + R-0.6 oantinuous insulation i.i Commen . 2. Wa112: V?ood Framc? 16" o.c., R-I9.0 cavity insulation ; B=semeat Wais: ]. Baseineaf?:Wall l: Solid Conaete or Masonry, 8.5' hU7.5' bg/7.5' insul, R-3.1 coinuous insutacion Commen Exterior i?sulation must have a rigid, opaque, wcatha-resistaut protadive covaing that covers thd exposed (abovograde) insulation and extends at least 6 in. betow grade. 2. Basement?'Wall 3: Solid Conacte or Mascmry, 8.5 hd0.0' bg18.5' insul, a: R-19.0 c,aivity + R 3.1 continuous insulation Extcriut ii?sulalion must have a rigid,. opaque, weather-mistant pc+ofedive covering that covexs t4;txposed (abovo-grede) insulation and acteuds at least 6 in. bdow grada 3. BasementYa114: Solid Cancr+ete or Mascmry, 8.5' hd4.0' bg/8.5' insul, R-19.0 cai??itv + R-3.1 continuous insulation Extetiur 't#sulation must have a rigid, opaque, weather-resistaat protective vovecing that oovcs thd.;exposed (abovo-grade) insulation and extends at least 6 in. below grade. I I Windorrs: s; 1. Window 1: Wood Frame, Doubte Pane wiEh Low-E, U-factor: 0.390 For windc}ws withouE labeted Ufictors, desaibe kahum: # Panes .j:` Frame Type Thamal Srealc? [ l Yes [] No 2. Window.Wood Franc, Double Pane with Low B, U fador. 0.390 For winddws without labeled U-fiCtors, desciibe fiatures: # Panes Frame Type , Thermal Br+ealc? [ ]Yes [] No Commen(ia; 3. Window ?::Wood Frame, Double Pene, LJ factor 0.390 For windotvs without labeled U ffictcics, dcscribe fratures: # Panes Fcame Type Thermal Bteak? [] Yes [] No []( 11Vater heatecs -#ith veitical pipe risecs must have a heat trag on both the inlet and outtec unless the ? water heater h#'. an integrai heat trap or is patt ofa careulating systan. [] ? Insulate circul4jtng hot water pipes to the levets in Tabte 1. ? CYrcnlatlng:H4t Water Systanc: £,. [ J ? lnsulate cirail#:ing hot wstet pipes to the levels in Table 1. ' i ? Sw3mming P°.?1:: All hcated s"".; ing pools must have m adoffheater switch and require a cvver unless over 20% ? ofthe heating r is f+om nondepietabte sources. Pool pumps require a time clock. ? Heating and 0,001ing Ptping Insalatioa: [) ? HVAC piping.onveying Auids above 105 °F or chillod ltuids bedow 55 °F must be insulated to the ? levds in Tab1?:2. I eo?cnl?: []( 4. Window 0: Wood Frame, Duuble Pane with Low 8, Ufulor: 0.390 ? For windivvs without labeled U-fictois, describe kahu+es: ? # Panes .?T Frame Type Thermal Brealc? [] Yes [] No ? c??eno: I ? uoors: [) ? 1. Door 2: Olass, U fador. 0.390 ? Commen: [] ? 2. Door 3: . i?lid, U-5ctor. 0.390 ? Commenfs: [] ? 3. Door 4: qlass, U-6ctor. 0.390 ? Comments: I 4 ? Aeatiag and lbooling:Equipment: [] ? 1. Fumaoe Fqceed Hot Air, 90 AFTJE or higher ,.: ? Make aad Modd I3umber I. !.. ? Air Lealcagr. ; [] ?. Joints, pmefi4ons, and all other such openings in the building envdope that are sourCes ofair le,alcage must sealed. [] ? Recessed ligh <must. be 1) Type IC rated, or 2) instatled inside an appropriate air-tight assembly ( with a 0.5" cl ' ce fnum combustible materials: Ifnoa IC rated, the fixture must be install+od with a ? 3" cleazance insulation. ? ? Vapor Rdard0r: [] ?: Required an 4 virerm in-winter side ofall non vented fapned ceilings, walls, and lloors. ? ? Mateiiis Yde*iifiatfon: []( Mateiials and ?ijuipment must be installed: in ac:coidance with the manufidura's installatioa instructions. [] ? Materials and 4uipment.must be idendfied so that oompliance can be deteYmined. [} ?. MamnuffiCturrx ` als 6r ali instalied heatin,g and cooliYCg equipment and savice water heating ? e9uipmeut ° be provided I a I lnsulaticrn R_v :. ues, glating U fictvrs, and heating equiprneat e&ciency must be clearly maci?+ed on { the building p?ts or specifications. I = ? Drid Inaulati f [] ? 1?ucts in uncoAtlitioned spaces must be insulafed to R-5: s: { Duds outside ?he building must be insulated tv R-6.5. t ,.. l k' f Dad ConsMiroon: (]( Alt joints, seaois, and oonnections must be sewrely 6istenod with welds, gaskets, mastics (adhesives), { mastic-plus-enrj,bedded fibriG, ar tapex. Tepes and mastiss:.must be ratcd UL 181A or LTL 181B. ? Fxception: C#inuously welded and lodang-type icmgitudinal joints arLd seams on duds ( opwAing ak le?s than 2 in. w.g. (500 Pa? [] ? The HVAC sy?tem must provide a meaas br balaacing air and wata systetns. ?, I =: ? Temperatarie ?ontnols: - I 1 I Thermostats +requirod !'or each sepatateHVAC system. A manual or automatic pneans to ? partially restnot. or shut offthe heating and/ar oooling inpqt to each zane or ioar shall be provided. s.: ( Service Wafer Heidng: . , . %, Table 1: Minimum Insilatian 77eidcxess for Cfreulating Hot Water Pipas. Heated W ater Non-t.;iM111King xtinouLs Tem?ature ( Fl ; j?p to,.,l" 1*+ to 1•25" 1.5".to 2.0" bver 2" 170-180 0.5 1.0 1.5 2.0 140-169 ? 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table a: Mi'niMuru Iies*lpdoa Thickness for ,H'YAC Pipes. t Fluid Temp. lngulAUo n -1'tu__??±+ess t _ n mmes,ny r ?mzm .i . vstem Tvoes ' ? anee (F) ', Runo uts 1" aad I ? 1.25" co ?- 2-5„ to 4" ? ng. , .?_...^ P1R Heatler. 5yztans LoWpressureltax?pe*ure 201-250 lA 1.5 1.5 2.0 Low Tempaature j; 120-200 0.5 1.0 1.0 - 1.5 Stean Gondensate, (f?'`.feed water) Any 1.0 1.0 1.5 2.0 Cooling Sytbamc Chilled Water, Refiig"t, 40-55 0.5 0.5 0.75 1.0 and grine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (*uilding Depadment Use OnIy) BAUER, DAVI DSON & MERCHANT, 1 NC. ' CONSULTING ENCINEERS 255 GREEN MEADOWS ORIVE SOUTH WESTERVILLE, OHIO 43087 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PIAN LOT N0. 5 THE CELTIC ESTATES ON AVERY PLAT BOOK 105 CITY OF DUBLIN PAGE 30 FRANKLIN COUNTY, OHIO Moy 10, 2004 SCALE: 1 " = 40' C/L OF SwaLE HOUSE AREA = 360x? S.F. LO-T ARfA - 33,2Z9# S.F. LOT COVER4CE = 10.8% s ? . ? V a 8 ? s g ? g ? .s ? •? S .N? yu Y.? O pG y N ? V M'; ? ? ?v $ O 4,?§b ye Y x? aO N ?? G CQ•$? • ?a8 ?•N? 4 .? ?t'.02 E?.?S3 a, e o .°. l fi'5 a PROP. 8' nSPHAIr rto' sEreacK EaSEMENT 153't TO C/L OF MEMORIAL DRNE faSEMENr IhiS 01oY a WepWeO !a tNe KKW owft*9 Qsport-'s use on0 wt Aot to Oa eonalr? as Aovinp been pepand !or the orner a!a tne use of I tM e.nb !a ary PWPOSO. IA/ ? w. ?? re ne.e awm?oea,aa rws ae wn aw me r•iws BEVIUCOW ,r rww r?. _?K?? ? wRwo ? c?cacEo Rats uoo fa c.,, __R? 16, 2004 ly SS Lor s F.F.-941.33 F.G. =939.0 F.F.=94 t.3S" 3`3 ? T.0.8.=940.33 G.F =939.0 8.F,=9d}.-7t- 3.8• q32 . 83 0 ? ZdO? +?lzmED ?4V _r REV. 6?16105 N REv. 10124105 N REV 7119105 N I.n !'25 H•\AWI: ndP,bl:\tSLiAL/1StttOrSAwI` nr,+.. N.. 35a3-04 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision A lication ,: ; $1MEIVED ? MAY 1 8 2006 Revision Fee $ „ Application Number Address _ Vff ,4vee, BUILDING DIVISION CITY OF DUBLIN Reason for Revision = Q,.,Q C.,')'y?G'_ ; J '?v I Ci I A Inv 79,,?-? S "t ? v Zc C '_ c- t "Note: AIl revisions must be cle_ ar? highlighted or clouded on all the revised plans and plot plans.** Conta.ct Name - ? Z°iv r f u? Conta.ct Phone Number a?0 3 cG 1/ For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division ' Major Revision Minor Revision Supplemental Information 41,e Updated 5-23-04 City Of Dublin Building Department Minor changes to home plans • Lot 6 Celtic Estates 8195 Avery Rd. Building Permit # 05-201006 Exterior Window added to gable of garage. RECEIVED MAY 1 6 2006 BUILDING DIVISION 2nd Floor . CITY OF DUBLIN Master Bath and closet layout changed to better accommodate attic trusses over garage. Attic Trusses over Garage - Area 10 x 32 =320 Sq. ft. This area is closet space and extra area for master bedroom also a smoke detector will be added - to this area. Thank You (- ? ? i 5930 Cleveland Avenue • Columbus, `Ohio 4323 l ? 614.882.4363 BAUER, DA1/1 DSON & MERCHANT, I NC. CONSULTING ENGINEERS 255 GREEN MEADOWS. DRIVE SOUTH WESTERVILLE, OH10 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT N0. 6vl THE CELTIC ESTATES ON AVERY PLAT BOOK 105? DUBLIN PAGE 30 vl FRANKLIN CDUNTY, OHIO JLine 6, 2005 VI ? Scale: 1401 ? ? 931. 80 N i 6' t 5'00 " w 102.50 ' 932. 34 ? / 929.30 929.57 ? _? .?y' ? 20' NO BUILD DRAINAGE I C/L OF SWALE EASEMENT 6 # 8195 N ? I HOUSE AREA = 3,890t S.F. ? n 2-1 ? LOT AREA = 33,229f S.F. N I ? LOT COVERAGE = 11.77 N ?`' ? ? p c*? LOT 5 o PROP. EXTERIOR T.0.8. =942.1 -° STEPS FROM °o N?;D F.G.=940.8 B.F. UP TO F.G. ? : V) 2 Z ? ? ? ? `- G t G?o? Z / 935.2 Z 7.5' DECK ? 34. 67' F. F: = 941. 6 935.2 AC u? ? T.0.8.=940.6 f 36. 00' ^ ` D I G. F. = 939. 2? 21.90 2.00' n B.F.=931.6?/ O ? ? ? ? I o 17.67' ? 8.0' ( ?aZ 1139. ? RQF?, . ? 15.67 1 ? e ,.e r':- a DRII?L," ORCH ? 105' SETBACK `971.8 . ? X 2.a oo I U U p 3 _ ?a J9392 vi 'U ?a a Fu ? o cn ..,°.. ! C7 j U } n, r ., i v aL P \ ° 2.3% o Cit?• ?3€ ` L_' n A! [ PRC,h U ?. ^.I `A i AS N :; 937.50 Ni ? . -9 9.03 / CL EPP ? - ?J `? i.?J 7. - 0 ! ' O {J DRIVE WAY . ., -.' ;;; ?•.:> ?, 937. ? 30' EASEMENT SPUT RAIL FENCE ? ?? ? ?>'? `?• ACCESS 5.0' O U y [? ? 30' 81KE PATH EASEMEN ,:; ... c oa, tv II `" •, ( ? 937.08 ;;:1 ? ? ; ? }4. 1 937.46 ?; ?, 1t? 53't TO C/L OF i ? 937. -- ?-'? ? \ N 16' 15 00 W 1?. 5 Q MEMORIAL ORIVE .. ._ ,: 7---. w ? PROP. 8' ASPHALT (iIKE PATH ?.=; • ? - 936.27 19,37.3011 A VERY ROAD 60 ' .f, 3 nl;t i; prepored (or the locol building deportment', use ond is n t to be construed as hoving been prepaied for the owner or lor the use ol m,= ot:-;,,:r fct eni rt:rposP. w REV. 7119105 TV V'?' Rcve Jelerm,med L'iaf Ihis Wf lies wJthfi fhe limifs Parce, No . ----'----------- REV. 10121105 TV BEVILACQlJA REV. 10124105 TV ! o? ?roed ione _-x -__ os shawn on the Flood Insuronce REV. 119106 N i2ele d.fcn (or _I'??/?Nl<LIn?,CO._ , Ohio. Community SURV'D DRAWN CHECKED j r>o„ei rl;?,.,??cr _3?1Q4_f)C0018J Effecti,•e Dote MARCH _16, 2004 N SS REV. 1/13/06 TV I I.D. //26 H: \DWG 05P&G\ 133605\ 13365PG6.DWG Order No. 1336-05 ?_...._._._?._..e- - MBER: CITY OF DUBLIN O loo? E05;M:L SION OF ENGINEERING DIVI CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST bd ivision(,w ? ? Lot Number: Reviewer: dress: FA C) Date• [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 elevarions 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. .101 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: M0 4?(00 19 T Effective Date: O 3• I b,04 -` 23 Erosion control is shown, labeled and matches the approved construction drawings jU4 24 Tree protection fencing is shown, labeled and matches the approved construction drawings r. 25 "No`]?.4'lcing7one"..alojagi street frontage is shown, labeled and matches the recorded Final Plat 26 Easaments afe shown, labeled d 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 ?ItESULTS: CAPPROVED ? DISAPPROVED 0 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. ,/'5.005 NAEG\_P0LICI'\ENGP0L019.d0c i _.. i -__ _..... ?.-1 - _ . . . ... p ?_ . N ( ' BAUER, DA VI DSON & MERCHANT CONSULTING ENGINEERS ? '?C• 255 GREEN MEADOwS DRrvE SOUTH wESTERVII_LE., OFalO 430E31 PHONE: 61 4-846--3393 r-Ax: 614-84s-4575 ..Y.....Y._..._ _ r PLOT AND GRADING PLAN Tf-IE C_FLTIC _FSTATF_S ON AV.F..RY DUI3L.IN FF2ANKLIN CUUNTY, OhI10 Scole: 1 40' ? ? x N 16'15'00" w 102.50' 9.32.34 `? 929 57 ? __. _.. .. .......... ?-=? ? . ? ----- (, ? >C/L OF SWALF 20' NC1 EiUI(.D DHAINAGE f FASEMENT h, # 819.5 ? u > ?.3?. ?? ? y PKOF'. . 15.67'1 _ ? a DRIVE _ F'0l ? 9,38, fj I X L. 0 t NU. 6 ,/ P! AT f3UOK 105 ? t'AGE 30 ? Ji..ine;- F, 2005 ? ?_.._ 929.,3? ? -? w rn N X? M? L+.I I..OT 5 ? ? F.F.=941.33 ca ? n ; f r.=9.ss.o : ? o u ? b+ ? ?Screen Atl Mechanicai Unin FROM PUBIiG R.O.W. f? CALI PIANNiNG DtWSION 21. 9o I , . .._.... ? F a r. u n u?? 2 a: e (7 0? `Z = ,. _ -- n ?' •.. O ? ..? Y.l J I..OI'.7t 1.99 9:5 50 L Nv C c , C Ti r. :: . ?.._... - UftIVF'^ WAY 9 -3 7.` ?? ?? G 937 5 ? ? a?`r,'=' ?• ,nc:r,.r:.ss e??e ?nrr 'w ?. a, . n 1, in r = SA 37 " I ..._...-- ? 9, . (18 E C) G C .:. .C V ?, __ 9,s5.0 I K ? , 3q7' 9., ?JDEC u ? 2.09, oS w ? 1Ri % 9. IC! ? _ c\4 ---?? ? _._a._ v< .--?...___._. . ,>'so' EasEMENr . . t_. ........ ...... ....... .. _ f 3()' BIK.F.. PATH fASEI ?a V x y L 9.57.70 ? N rli'0;'. $' ASPFIAL_ f b'IKF PATH ? c? _.__.._ _?_..__.?_.._ °, ?? ° ? ? 936.27 ?/ , - __ .............----..._.._..... :T A I/r_.?R Y c ? N I N I ? HOUSE AREA = 3,890t S.F. O1 L 0 T AREA =,3,3, 229.t S. F. I v? LOT COVFRACI = 11.7% n I ? u, ^ ? z 7.5 F.F.=941.33 ? T.O.B.=940.33 ?/ -p?G.F..=939.0 ? --L3.1=. = 932.83 105 ' SE. TFACK ? ?r J? -•SF'Ll7' RAf1. FfNCf ? e G? ( ? Street Trees ? 937.46? ? CAIf- !:: .; ,..;RES??E 53't TO C/L pF ORDE;; Nli INSTJ4LtAT?pN 9 39 ?? v/ MEMORlAI. DRIVF_ t. -_-------? --?.._??__? athfSidpu??11, ........... ?.30?.". ?? ?P -.. . .... ? ? SCHEDNSFf . ULL ?? ?J? l-..J ,?? ? )nis plot is Preparecl !cr lhe locol building deportrnenf's use unU is ndt tu be construeci, o, having been prepared lor thr Owner or lor fhe use o1 lhe-owner ror ony pwpose. 1 W w'e twve aelerm,etd„INaI fbis lol Iles wlfhln Ihr hmlfs Porcel No. ---_•------_-.----.. .. ?? r,o?.? ??„? x?e, S,?oW,, u„ e flood ln5ur0„« _ r?Evrr..,ar,?au,a -----?-- r?oie ,.?uP ro, `?ANI<t_IN,rO. Uhio. Cwnmun,(y SuFav'o DRAWN c?irCKCq ?. Ponrl Nurnber OU.1_f3?lfrclive Oute MF1k'CH_,16. 2004 ?(V SS .. r, t-v. r/ 19/o y rv J.? p?Ry 1.U. ?f26 H:\DWG 05P&G\ 13.3605\]3.365PG1.OWG _ 1C7f?L4?t?b CERT???T THE ?dM34 Jya 03AVd 83 ?o£M aNV 1vy31v 7aNn S3HO '. w311 Aab11NysNl?p 30I?I?13S ?????? ye ?e7nNbao 3?ind.?? a3.tOedwoo b"al ?i I Ajrs.?.?' i6;-ff;J ??oq05 ` THIS PLOT PLAN ARE THE RESULT OF AN "AS Bl11lT" SURYEY PERFORMED ON /??xt ??:-?i}• • _. .: . _ __,'xVi'46ir' ?/-C?? .osvG EYOR OR BUILD R SiGWITURE "&U1 "' ' f~+4 36~-~~ ~ ~ . . . . . . . . . . . . _ . . . . . . _ ~w; ~ , FIREBLOCKING ~ . ~ s:: 3'-10" 15'-OA 11'-2" 6'-0° 2'-10° 10~-4" 3~-1Q" FLR JST 16" OC ~ ~ . , ~k~ ; ~~2„ , . • R ~ ~ DH3442 DH3442 ~33,3b",3 s~. u.NC~<EE ;EE<c~> _ r ~r ;,,t i ~ ~ J F_4}'~.,;,~''"~;:~ ; R-13 INSUL ~f'"` ~ , ' ti +i z .~h~~, ~ ~ ~ p ~ ~ BEDROOM 4 ?X4 $~~S ~ CARPET ' ~ 24" OC ' 1" AIR GAP ~ ~ ~ a N ~t \ 6 MIL VB ~ 2x4 TREAIED ~ n i n b ~n 4 16 -4 4 0 ~ i PLATE : EXISTING ~ ~n 4° CONC SLAB ' ~ t ~ ; ~ ~ ~ I"~ , E.~i _ _ f ~ \ ~ ' ` ao SD ~ DH3442 DH3442 DH3442 N ~ 2 ZX~ ~ ':n~.,X%i 3 s ~o,u~uuK....t~ , , acS,.r,iFf , ...'::ii,<Y,iY:;"v:" f~l'::£?£f y~ 6~'S3,C';'„ , .:u<:13~~:':~ ,<f,cf,< e.<xfE} a ~ fcs:f.:~. fs i~,::. , , , _ i x ~ o ~ ~F ~ ~ N 1`~ N fA \ ~ ?I ' ~ ~ , ~ ~ ~ BA~1 FINISHED BASEMENT WALL SECTION ,~2~ _~,~_o~ ~ ~ ~ BATH i~ : ' ~ ~ WI CLST ~ , , ( ~o ~ T1LE ~ _ , ' TILE . ~ CARPET - HABITABLE SPACES SHALL HAVE 7'-6' MIN. CLG FOR AT LEAST 50~ OF THE AREA. ' ~ ~ a ~ ~ ~ 4" ' 21'-5" ~ ~ I 5'-3 1 2" , n i I ~ ~ ~ 0. 1 0 0 4- 2 ~ 0 o~ r i ~ -1------- ` 3~eEa.,.. I i 1 / ' ~ ~ ~ 9 ; : I I ~ j I ll N ~ BED ~ , ; 2 4, ~ , R~OM 2 , BEDROOM 3 I ~ ~ I Ss~sx , , „ LNDRY a i ~ CARPET ~ CARPET 2 0 . ~ ~ , TILE I ~ . . i ~ ~ TRAY CLG ; ~ 1------ W I ~o ~ ~ I I ~ o ~ ~ I f ~ ~ I ,,,xsy I R ~ I ` ~ ~ I ~ ~ , ~ R I ~ I ~ ~ ! ~ ~ , asr__ ~ I ~ i N I 2' n ~ I ~ ~ CARP,Ef i G+ : 2 0 ~ ~ ~ ~I , ~ p ` i I ' I ~ ~'t ~ „ ~ / , ~ ~ tt n~~..._ s r I,, , ~ ~ ~ 2 4 ~ R ; . N R&S N i ~ ~ ~ ~ ~ s. t r <f i~;,.,. o , ,,.5~~~~.F .3.,..;.;t .4,.,r..:fh: i : --I . ~ ~ ~ i r- ` ` I 00 - - - " I B N _ 2 5 u~ asT A~ ~ - _ N -~-~.:,~y . ~ TILE ~o i ` ~ = i CARPET , ~ ~ Sp' ' c° ' - ~ - . ~ ~ i Sp ~ ~n i ~ - = - ~ HALL i ; . S. ' :u.v N i i~.i'~.d.i.. '.'.:T.. 2Y~f :,e:~.~i. , / - ~ , _ . » ` . CARPET i ` ~ ~ / - 4 x4 2 2x10 ~ 2 8 ~M ~ I N N ~ ~ , ~ 0 , ; : . .,,~~~xz3 : s,s~:. r>a~ „ ~ ,~;>~~:.~.~a,..,; f L33 ';::kR, ~ " ~t ' 2-2X~ d ~ I r ~ ~ N ~ N ' ~ ~ DN 16R ~ N LINEN ~ ~ _ ~ s£ , 3 .3' ~ SD I , ~ / . r SEAT / BA1N ~ i o / i TILE ° „ ~ ~ - - ~ - ~ ~ 3 8 1/2 , 2 0 3-~~ ~ / ~ y / ~ INSTALL CIRCULAR , N ~ / , , ~ I~ STAIRCASE PER = ~ ~ ; ~ ~ ~ N ~ N STAIRWORLD ~ ~ i _ BEDROOM 5 ~ i ~ i ~ SPECIFICATIONS ~ ~ 24 CARPET --t - . ~ i ~ ; ~n ~ " ~ ,~~,~c~5~-;s aa~h~~.~ ° <t~x;,sx> , u.~ c. , ~ r,~ a- n< ~ ,.,1, ;s,.~~, ' _ . ~ ~ ' 3-2x4 ~ ~ ~ , _ ~ iN ~ % `y' ~ OPEN TO 3 1 2x5 1 4 ~ ~ PARALLAM w 3-2x4 , FOYER BELOW / ~ SIMPSON COL i CAP ECQXX ~ ~4 ~ F~ 'if ,.s;s;si~; x,tt ~ ~ DH3442 DH3442 = ~ o I '•5~ =f'>b~%-~~ k~~:E:E'f 4,~.a^~.; $xY§ a .l..:K<~ N ~ t ` ' DH3442 DH3442 DH3442 ~ ~ , 5 I~ R ~F N 2'-1 , 2" i n i_ u i_ u ° " i u ~ ~ 5-4 5 4 2 6 3 5 1/2 7 0 1/2 3-10 ~ F;~ ~ i~j r u o n BEVILACQUA BUILDERS 22-7 1/2 16-0 1/2 ~ 14 4 i - ~ i i BEVILACQUA BUILDERS N ~7 I p 53 -0 ~~~IILAC~UA '~?~ILDERS ~~~If~~C~U~ ~UIL~E~S ~ 5930 Clevelond Avenue • Columbus, Ohio 43231 I b14.882.43b3 ' ~ „ ~ u ~SECOND FLOQR PLAN ~/4 = ~ -o - ~ ~ HASBROUCK ENGINEERING. INC. - 16y1 ~h LIVING RKtR e¦- MIN 2-2x4 SOLID BLOCKING DESIGN ENGINEERS 1080 KINGSMILL PARKWAY - SUITE 110 - COLUMBUS, OHIO 43229 RIDGE 614-888-3918 ROOM SCALE: 1/4' _ J'-O" Dk4WN: HGK DRAWNC N0, `x;,. I onTE- 5 f it/06 APPROVED: JEH 2004314 .s Y . <£S < CELTIC ESTATES ON AVERY LOT 6 5 of 7 A 2C720 ~ . • SECOND FLOOR PLAN RfDGE ~°'~NT ~ - - - _ ~ 1. ~ ~ ~ ~ ~ - ~ y T ====Z=-~-='=====5 i _ - _ - i ~ ITI-T -Z Z I I Z I I=I-ZZ=T LI=I=I=I]-I i~-J_.~~~Z~~ - i . ~ I I I I T I Z I Z S I I I I~I=I -_____=====Z===Z i - Z I T Z I Z I Z===I=I=I=Z=S=I=Z==~- -5=====__ I= Z I I I I I I I Z Z I I I= I= Z-~ ~ SZ====-~-________ • Z = I I Z I I Z I S I T , s z z=~s===~==-r======s 1 2 L I I I I 2 I I I S I I= Z I I I T ====5 RIDGE VENT I I= I Z Z Z I 1 0 ` Z I I I z I - _ -===Z==Z=Z==== • - Z Z I= I I I Z I I I I Z I I I I • T '7'' T T '7' T ''7''' "'7' J~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~L J~ J~ J~ ~ ~ ZT~ J~ S J~ _ ~ J~ _ _ ~ X r====T T ~ T I Z I I I Z L I I I , 1 Z Z I I I Z I== Z I I - T L=====~==zz ZZ=~===___~ ~ ~ ~ Z=Z I= I Z Z= I Z I I T 1 x 8 R A K E L Z I I I Z Z I I z z=z=z=z=z=z= -==Z== __=~===5 ' - I I I I I I I I I Z I I Z I I T~ I I= I= T~ Z= Z = I= I= I= Z zzzzzz: _ - _ ~ T~ - I I = I I Z 1 =====z z=~z===z=z= , zzzzz zzzzz -z _ _ =z~s=- - . .s==~==_. _ _ _ zzzzzzzT ~zzzzzzz~T zzzzzz - tc r===== z T I I Z I I Z = I Z z=====~S===s L Z I I I- I I Z I TTTTTTT L= , ~ ~ TT I Z T= I I TI 1 ==zs~s=~ ~ =L=S===L=- - ==z=z-sz=====z=z=z ~z -=~===z -=zz z=z z zz ==~~5~===~ L= ° Z I Z I Z I Z Z I I 1 Q C~ .z = z=~z=z=~zz 0 C-=~ L I I I I Z 1 ? _ ' a z= z=== ==z ~ I 0 Z Z I I I I Z ~ ~ Z ~ C~ z ~z=z=z zz i ~ ~ _ r ====ZZ i . o C L 1 U R Z Z Z - i~z=z=z=~=z a z= ====z , so Tr=====z==- C~~ = z T zzzzzz: z==~z=? = 1 2 I I I I Z I 1 z y~~~~~ z= ~ c~ ~s=- ~ ~ . o - . oC~ o ? .IIIIIIIIIIII~ III IZ ~ C~o at ====~z- ~~s = =~s = - =~=z=====z C~ O = _~~~~~.~~~s=====_ s C~ c~ -zzzzzzzzzzzzzzzzzzzzzz=~. ~zzzzzzz ~ - -=Z==Z========Z======Z===~-- -C=====_- ~ ~ T T T T T z=z=z=z=z=z= I , ~ a ~ T T T T'~' T T' 7' T T T T T T T T T T T T " T T T T T T ~ ~a C~p o C]C~c~ oC~c~ ~ c~ 0 00 ~ ~ C~c~ Do c~ 0 aC~ ~ ~ ~ o Q r--~ ~ ~ 0 0 ~ a ~ a Q~, oC~D c~c-~ ~ o 0 o ~ ~ . ~ o . G~ ~ ~ ~ a 0 ? C~ ~ c~ ~ a a . a a o a o a C7o C:~ o . o C~ d C~ 0 o ~ oC~ o _ ~ D ? ~ C~C 0 C~ c~ C~d c~~ ~c~°c~C.~~ o(~D o Qn dO oC7 c~ 0 0 ~ 0 ~ ~ ~ ~ n ~ ~ I I I 4 MAX r 8x8 TfRIMMED ~ ~ ~ I I I I ~ COLUh~~NS I ' I I I I I ~ I 1 I I I ~ , I - -----------Li--------------- ~ ~ ~ ~ , ~ „ • I L_------ ~ FRONT ELEVAl10N ~/4 = ~ -o ~ ~ ~ WINDOWS WIIHIN AN ELEVATION ~ ~ ~ ~ ' ~ CON UCTED OF STONE OR CULTURED ~ ~ STR I ~ ~ STONE WILL USE LINTELS AND SILLS I ~ I TO CREATE A"TRIM ON iHE TOP ~ ~ ~I- ~ ANO BOTTOM OF WINDOWS - PER ~ ~~_~~~~_...~..~_.-~I L------- A P P E A R A N C E C O D E 1 5 3 1. 9 0 E( 1) ( 9) ~ RID~E VENT ~ i~ 12 . -I1~=IIIIZ II II 1- ~ _ ~ ~-I= ZII IZ=II=-r - Z1 } ~=Z 11 5 i - i i ~ - Z Z I I Z I Z I Z Z Z Z S I I Z ~ _______=====5 i . , y RIDGEVENT s====~_ -ZIIIZZZIIII~ SZI=ZII-~ ,-.i ~ .i. ~ .L L -~-===Z==Z- -===Z=====_____ - i - ~ T Z I I ~ - I I I I I Z Z I I I- i L I= Z I I Z Z Z~ T I I Z Z Z I = I Z I Z ==S . z==~cT-=====~s= ~s=== i - ~ T i Z ~ -IZ-TIZIIIZIT ~ ~ZZZZII==IL~ =~~I1- -I IZZ =II=I=I= L1 ~ ~ r ZZ =Z= _ ~ . Z 7s _ I ~ I-I=ZIIIIII ~-ZZIZI ZZIII _ ZS I IIII IZ= ~=====Z _ ~ _ _ i LZ ~ _ ~ I I - I I Z Z I I I I-1- ~ I I Z Z= I Z Z=======Z ~ ===Z==~==_ i =Z ~ 5=====__ ~ I- I I Z Z Z Z T~ =L Z I Z I Z I I I I I~I=I=Z=Z ~-Z Z I=I=I=I=Z=I=I= _--'-==Z z=s=z=zz~Z LZ =_=====5 i ~--===Z====== T ~ i ZZIIZII- ~LIZIII=ZI~ _ - i ~-_~_______=====T Z===T==__T_ I LZ = _ i T I I I I Z I I-T i- I I I-TTTI-~-I I I Z I I I=I=Z=T IZ ~L======-L __====~S=z Z- TZZZZ ~LZ L1 ZSZZZZ ~ -ZZ - - Z =rI-~-Z-TITITI--r= / I I S L I I Z Z I=I ..rI=Z=~I=I I=I= I I=I=I= ~ s~ z z z L~ ~ ~ 1x8 FRIEZE - . T T - APPROVED PLANS MUST BE ON s z z z~ s=~S~S zz-~ zzz-z~s zz zz -z Z ~ ~z ~ - Z======Z SITE FOR ALL INSPECTIONS. i~ i L L~ L~~ i~~~~ L L i~ I ~L I I I~ Z I I ~ , T T T T T T 24"0 FALS~ ~ ITZTZT Z- -ZZZZZZ zZZZZZZZS~ - L7 i ~ ~TTT ~ ZZZ I I I I I I I T I I I I I T~I=z= =S VENT ' 1 -ZZZZZZZZZSZZZZ ~ I I Z Z I I I I I I=I=I T~I=I=Z=I=I=I r -ZZSZZZZ I I I I I I I I I I I I I I ~ I Z ~ ZZZZZZ- -Z~Z ZZZ I • ~ . . ..r, oti I I I I I I I I= ==Z I I=I I ' _ _ ~ . • • ,,'o THESE DRAWINGS HAV~ y; * I I Z Z I I I I I= I _ 1x8 RAKE - _ -r -r ~ BEEN REVIEWED FOR ANb ~~~t ~ . ~ . SHALL COMPLY WIl'H TH~ ro: ~ f ~ . ~ I 2004 EDITION OF TN~ ~o~ • ~o;, ~ ~ ~ . 1x6 TRIM ~ . RESlDENTIAL COD~ Q~ ON10 I 12 , , I . 4tf i . . . ~ , i . . . ~ . ~ i . o ~ ~ ~ ~ . BEVI ~ QU BUILDERS ~D D ~ 0 o D o r> t ~ o ° o Oc~ o I O D ~ r-U ~ . C~C~C~ C_7C~ i OC~ ~ C~ ~EUILACQU ~UILDERS c~ oCC~ c.~ . ~ ~ 0 o d o b . 0 oO C~a nO ? ?c~ C~a C]d a ~ ~ ~ ~ ~EUILACQUA ~UILDERS ? o ? ~ . .o C~~~~~ ~ v C.~ C~ ~ C~ STUCCa C~J G~ ~ ~ . I ~ ~ ~ ~o ~ c~~ ~ Q~] ~ ~ oC~ ~ ~EUILACQUA ~UILDERS ? c~ o ~ C~D ~ ? oC~ ? ? i C~ LIMESTONE C~OC~ , ' 5930 qeveland Avenue • Calumbus, Ohio 43231 ~ TON ~ ~ CAP ~ C.~ C~ . . I ao ~ ~ 614.8$2.4363 C~ C~o °D oC~D c~C~C~c~~c~c~ c~ oo c~ c~ o 0 0~ q ~ ~o ~ o C ~ a o Oc~ d Oo ~C~ C~ C~ ? c~ ? O ? ~ ~O I C ~D ~D L~ c~ c~ ~~J ~ C,i HASBROUCK ENGINEERING, 7NC. ~ ~ O~a ~ c~ a oQ c~ C~~ c~ c~( C~ c. ~ ~ DESIGN ENGINEERS (V1 a c~ o o a c~C1 ~o ? c~C u ~o 0 a o ~ ~D d[] 1080 KINGSMILL PARKWAY - SUIIE 114 - COLUMBUS, OHIO 43229 ~D~Ja fi14-868-3918 ~ ~ ~ C~C~ _ r--~aCJ~oC~D ~ i I ' o~~~ a O -~:mD ~ sc~ 1/4° = 1'-0" ~ovm; JEH D~'~` HGK DRaWNC wo, i i oC ~ aoATE: 8%18/05 ae: 2004314 ~---T L------------ RIGNT SfDE ELEVATION 1/41, _ ll-ol, ° CELYIC ESrATES ON AVERY LOT 6I of 7 ~ FACES DRIMNG RANGE ELEVAl10NS RiDGE VENT ~ GENERAL NOTES y~~.~Z 1. All work shali comply with 2004 Residential Code of Ohio as required L Z~~~ L L~~~ 1. .Z I Z= I Z~Z - - _ - S==Z = ==Z====- by the local municipality, All work shall meet all applicable codes, including Z Z I= = I_ o 12 5=====_~__~---___________= i but not limited to, electric, HVAC, plumbing, masonry, insulntion, , 1=I=I I=Z=I=Z===I=I=I I Z I=I=I=Z=I=Z=I=I=T~Z N = Z== ventilation and egress. 10 - I I I T I I I I I I I I Z I I I I= Z I I Z . ~ -___________=====Z=====~- , s=====__'___====~sz=z=z r z=====~sr~====_______ 2. Structural design loads; " Ezterior baiconies: 60 PSF LL RiDGEVENT ===Z====ZZ==== ~ Exterior decks: 40 PSF LL - _ = 10 -0 L i L.L L~ i L L L~ L.L L 1. L L_~ ' ~ ' Garages: 50 PSF LL T Z S I Z Z Z I I I I I I I Z I 2 I= I I Z _ . I I I I I I I I I I= Z= Z T . Attic, no storage: 10 PSF LL i Z== ==Z=S - - - . T - I I= I Z Z= I I= I I I Z I ~ I= I=== Z I= I= I=~ Z= Z= I= Z I L= I= Z= I= Z= I Z I= I I = I- Attic, storage: 20 PSF LL _ _ - -L = _ Z I I I I= I I= I I Z Z I - z== ___====~s===== ~s= . , Dwelling unit floor: 40 PSF LL Z=________ . I T I I I Z I I Z I I Z I I I Z I I Z = I Z Z Sleeping room floor: 30 PSF LL - z z=~z=z z=====~ z===z=z=z-~ _ _ _ _ _ _ _ _ _ _ _ ~ _ zz z zr =z ~ T z=z zz z ~ -zzzz zzz z==z . ~s Stairs: 40 PSF LL Ts _ ~S Z _ = Ts== _ . _ _ _ _ - T 1 z 8 R A K E I I I Z = Z Z I I I Z Z I Z I I Z I 2 Z Z_ . Guardrails and handrails: 200 Ibs concentroted load Roof: 20 PSF LL - I I = Z==T=-7-== _ _ _-7_-___- z== T • _ I _J_. .l_ I I ~ ~ I Z ~T~ ~-r~TI ~ ~ I ..J_ ~ I Wind: 80 MPH, Exposure B • I Z I I I = • r T T T T T T T- I- T~~ T = _ _ _ _ _ _ _ = 1 • 1 x6 TRi M -r- -r -r- T -r T. ~ Foundations 2000 PSF soil bearing pressure - I I I I I I I I I I T Z==== _ =Z===S I I I= I I Z== I _ ____~_=====Z ' . . ' 3. Dimensional lumber shall have the following minimum properties: I I I I I I= I I I • ~ Z=====_~ Fb = 875 PSI single member : I = _ _ _ _ _ _ 1x$ FRIEZE ' ' _ . ~=Z = . Fb = 1,000 PSI repetitive use - I I I I I I I Z Z Z ~ . . ~ _ • . _ . • ~ W E = 1,300,000 PSI I I I= I I I I=Z=I=I=I=I=I I ' . . . Z=== . ' a Maximum moisture content 15~a ~ w w~ I Z= I Z I I I I Z= ~ . . . c~ z 00 3 Z o 4. Floor joists: ~ . __=====Z==== ~ W~ #2 SPF, 2z10, 16" OC., moz span 15'-3" I I= I Z Z I I I • . . i - I I I I Z ~ . ~ W~ ~2 SPF, 2x10, 16° OC.double every other one, max span 16'-10" i . I I I I I I= Z= I= Z= I= I= I= Z= I . . T T T T T ~ #2 SPF, 2z12, 16" OC., max span 18'-7" Tr~T~T~T~T~T~T~T~T-+-'T'+TyTyT+-T~ . . ~ • 1z6 TRIM _ S1UCCa ~ I . . . ~2 SPF, 2x12, 16" OC,double every other one, max span 20'-6~~ . . - Provide bridging on all spans 10' or greater at intervals of not . . . . . more than 10~, bridging shall be solid blacking or diagonal wood or . , metal. . . • ' . Joists shall be supp~rted lateraliy at the ends by 2" minimum solid ~ blocking, or by attachment to header, band or joist rim, ar to an ~ o adjoining stud. w ~ ~ W~ 5. Notches in {umber loists, rafters and beams shall not exceed 1/6 of LIMESTONE 3~ o the depth of the member, and shall not be longer than 1/3 of the ' SILL . . w~, depth of the member. Notches at the ends of the member shall not ~ • a w~ exceed 1/4 of the depth of the member, The tension side of inembers 4" or greater in nominal thickness shall not be notched ezcept at 0 C~ ~.~0 ~Q C~C=7 C.~ C~ C~ i- ~o o ~o o O O ° the ends of the members. me dinmeter of holes bored or cut into i C~o ~,D o ~ ~ C~cc~ C~° ~O C~c~ a N ? ? C~ o ~ D ~ C~ O c~ ~ C~ ~ N memebers shall not ezceed 1/3 the depth of the member. Holes shall C~o C~c~c~ o 0 oc~ c~ ~ C~ c~ c~CC~ not be c(oser than 2" ta the top or bottom of the member, or to any o c~ C~ o c~ c~ o C~ do c- ao ~ c~o 0 o C~Q a~ oo C~o ? ? o ~ c~ c~ c~ c~ o other hole or notch located in the member c-~Dc~ OC~ C~ c~ - c~ o a ~ o ~ a C~~, ~ oC~CJo ~ 0 0 oC~ o C~ c~ ? ? C~a o ? a O Oo 6. Fastening schedule minimum requirements ~ C~c~c~ o ? 0 ~ oC~ c~o 0o Q oc~ ao 0 C~ C~ Oc~ (]o (RSN = Ring shank nail CWN = Common wire nail) o A. Floor joist to sill plate: Simpson LS50 one side or Simpson L50 ~ ~ ~ ~ aC~ o ~ D a oQ oo c~ o i both sides or Simpson joist hanger LUS26, LUP26 or JB28. a o _ o~ ~ o 0 0 ~ o 00 B. Subfloor to joists: Glue and 1-8d RSN 6" c/c. o~ ~D ~ C. Sole plate to subfloor: Glue and 1-16d CWN ~ 8° c% ° C~°~ Q ~ [~o ~ . ? ~o ~ a ~ C~7CC~ o D. Stud to sole plate: 2-16d CWN. 00 ~ ~ E. Stud to cap plote: 2-16d CWN. o ° ~ . ~ , F, Stud to stud & plote to plate: 2-10d CWN @ 6" c%. ~ - ~ G. Joist to joist; 3-16d CWN @ 12" c%. ~ -------------------J - . ~ H. Roof sheating to truss: 8d CWN @ 4° c% I ~ 4~~ = ~~-Qn REAR ELEVATION / I, Roof truss to wall: Simpson strong-tie anchor H2.5A. ~ ~ J. Bolt or ramset nailer to top flange of steel beams. . ~ 7. Minimum bearing for wood members is 1 1/2°, for steel 3°. L-------- 8. Microlams shall be by Trus Joist McMillan. 3" minimum bearing for all beams unless noted otherwise. Multiple microfams shall be RIDGE VENT attached together as directed by the manufacturer. Cuts, notches - = 12 and holes in Microlams shall be approved and documented by the llt _ Z ~~-=~-=-L=~-=-~-=~-=-1-=~--_~_~-_--~_~-_~--_~-_~ manufacturer. . I1_ ZILIIIZIIIIIIIZ Z=-~-. =Z='"~=Z=====__T_T_-7 TI~Z~1 I~~~_L~I~ITZT~~I~I~I I~J_~J_~1 9. Aii wood in locations subject to termite decay shall be pressure I I I' ~ I I I I LI I Z I I I I 1 ===Z- treated or be of an approved decay resistant species, mis ___=====z =z========~z=z=z z z s=s includes, but is not limited to, all ezterior decks, sills and . =z=z=z=z= ~ z=z=z z=z=~z z z z=z=Z - sleepers on concrete ar masonry, or in direct contact with ground. RIDGE VENT I= = z= I= I Z= I Z Z I Z _ All hardware (nails ond hangers) must be stainless steel. = I= I= I= Z= I TZ I=I=I=Z=I=I I I I Z=~=~ - - - - _ _ _ _ - ~~~.L LL~1_1_LIIZIZZT , IZII II -CIII ~"_____=====Z=====5 Z===S==Z Z=====_~__ ~ 10, Subflooring shall be 3/4" tongue and groove, T Z I I Z I Z Z I - ==Z=========T=== LY=====__~.. =~==Z T T T TTTTTTITTTTTTT _ 11, Wall studs shail be one piece full height. Provide a minimum of 2 ~ _ T T1_ 1 1T_ 1T_ _L _LT _1_T _l 1. L ~LT _L 1 1 1T J_ 1~T _LT 1 - T T T T T -7~- ~ ~ 1 ~~-7~- 1 ~ ~-7y- y ~ 1 1 ~ ~ 1 ~ ~T~ 1 ~ 1 I _ 1 1 1 ~ ~ ~ ~ 1 1~ sfuds at each side of ail openings through all wails unless noted I Z I ~l T -7- -7-- - =L ~ I Z I J_ I I ~ _J._ I Z I I IT 'T Z -7- I- Z I ~ Z ' ' _J... I ~T I-7 I I 1.. _ _ZZ~~~Z~~~ZZ~~~_ '_1___ ~ZZZ_L_Z~~~Z_ ~ZZ_L_L~~~~ otherwise. Fasten as noted above. T T I Z I Z T - Z=====___________=====5 L = = Z = _ _ _ _ = Z ZZ Z = S T T Z = _ _ - - Z I I I I= I I Z I I I IST L== =I=I=I=Z=I Z I Z.L ITITI RIDGE VENT =--r =Z==-~ .L I Z Z I I I I I I I I L=Z I=I L?~=I=I~I=I I I Z I Z I 1 12, All door and window headers in ezterior walis and interior .=Z=====_~___ _ ~ _ _ - I I II -T LT~T~TZT~ ~-~-r-~-r~ ~ T T T 1-=-T-~-T-~-r=-~ r=-'r'=T=T T TITITZTITZTI-r=T ~ ~ ~ ~ ~ ~ 1 1 ~ ~ ~ --fL ~ ~ ~ ~ ~ ~ ~ ~ _J._ ~ ~ ~ ~ loadbearing walls must be 2-2z8 for openings less than 40"; 2-2x10 _ I=~I=I=I=I=I=Z=I=I=I=I=~L I I I I I I= I Z Z 1 _==1 for openings greater than 40" u _ ===Z _ ==z z z z z z z~ =~==7 _ _ _ ~ z zzzz zzzz - . . . z=z z z ~=z z z - 0 _ = z _ ~ - T • 1x8 FRIEZE 0,~~~ , p.)~. • ~ ~ ~ l3C~t ; ~ ~ . , . 1 'W . I . . rstti,. ' G~ ~ , P~o,, . . ~ • ~ . , ~ ~j G 1,, C v . . 1~ U ~ . ' . ~ V ~ • STUCCO . , ' ~ ~ ~~UI CQU 6UILDERS ~ • 1z6 ~ ~ ~ ~~VILA ~UILDERS • ~ TRIM ~ ~ ~ ~ ~EVILAC~UA 6UILD~~S p ~ J ' . . ~ ~EUILACQUA ~UILDERS ~ ~ ~ ~ LIMESTQNE 5930 Cleveland Avenue • Columbus, Ohio 43231 ~ CAP ~ r.~' b14.882,43b3 I _ C~ C~.~ C~ ~7 C C~ C~ O ~ o o Q 0~ ?o a o o c~ oc~ o o ~ p 0 d _ r----, ~--,n~r-_--,~-,~ _ o r-----,~~, ,~r--_, ~^~---,ac~~~n,_..~r--~ n, n n n n n nn ~ n~n C~~ ~ H.ASBR~UC~ ENGIN~E~ING, INC, D C~C~ C~ ~ n~:----, _ „~,.~.w., ~,.....,,~,~,~w ~ llEWIRtifV E1V(r'llVEEN5 LEE]= ~-1 ~ ~U ~ U ~L~-1 U o c~ o 1060 KINGSMiII PARKWAY - SUIIE 110 - COLUMBUS, OHIO 43229 . oQ o 0 ~ N C~ ~ ~ E C~ a ~ 614-888-3918 ac~aE ~ „ , ? -'-LJ scuM 1/4" = 1'-0' oRawM: IiGK oRANNC No. LEFT SIDE EI~VAT10~d 1/4 = 1 -o . c~ ~ oaTE 8/18/05 ~PROVED: JEH JOB, 2004314 . I . ~ CELTIC ESTATES ON AVERY LOT 62 Of 7 ~ r---------------------------------------------------------- ---------J FI FUATInNS . . 3s'-o" 34'-a" ~~-5n 7~-5~~ 8'°5' 17~_~~~ 9~_2~~ 2° ~ ~ ~ 6' SGD DH3448 - - - _ _ - - 3/8" S11FF E~ ~ _ _ _ / / I o I i . _ o I EACH SIDE ~ ~ . - _ :.,Y . , . ~..a: .,.a ~ ,.c:; ~ . - - - = ...•,-t,:;; . .yc r i ~ : ~ ~ a :,,r~. - - - = ~ ,:5 - . ~ . . . . :y~.... I ~c s~.:5' ' i ~I I ~ •i~ Ul I 4z4 POST ON 4x4 POST ON I SUM ~ f:. - 0 fl ~ U ~ p. ,:I ~ fi. I W °;14 ~x36 DP. 18 mz36 DP I I;; c~ I ~ I` I i CONC PIER:: ~ CO~f C PIE~:y ~ ~I z o ~ - _._~y_ w ~ ~ ~ I; I ~ ~ ~ o ~ w°p ~ m ~ ;I: ~ I~, I N Ya :'I ~(Zj i; I f I ~ 2z PLATE X ~ ~ ~ 'f. z u~ w w w l:- i} N I aC I ~ l: I 2-3 4"0 ~ I N N I w s J' 1; I ~ o I: I A36 AB RAMSET OR ~ I X~ I 2 fn O 2'-0" 3'-10" 7'-6" 7'-6° N ~ ~ `,i ~ ~ ~ ;`i a ~ 1: ~ 1: I ~ 1~ I ~ 4„ BRG BOLT ~ 24" OC w8 I ,j ~ l; ~ ALTERNATE SIDES I; I ~ ;,I I ~ °_I I:~ I ~ ;:j I': I: I I r~ 1~~-~n ~~~-~n n t;: Q l; ~ I AC ~ i' 'i ~ TYP BEAM END _ ~'-on TYP RAMSET CONNECTION NTs ~ ~~i ~ 1 _ ~ ^ ~ DH3436 DH3436 EGRESS DH3436 - - a - ° ~ ° ~ 7 [ - j; W8x28 ~ _ ~ _ , WSx28 ~ ~ ~ X28 ' , i~ I ~ ~ ~ - - - - i` I - 3/8" STIFF ~ ~ a,, ~ ~ 1 N ' ~ ~ _ ~ y ~ ~ I' I EACH SIDE ~ I - ;36x36x12 ! = j~. N ~ ; , j~ ~ I'- I ~ ~ ' ~ N coNC ~rc w ~ i ~ . I; I ~ C.; I ~ ~ I x „ - , ~ ~ , #5_ EW~~ 3, ¢ PIPE COL ~t;,3 ~ PIPE' COL I _ i~ I CONCRETE ~ ~~2 I i ~ I. ~ BATH , oN~~~~x ~ ON 36x36 1 ~ ;r, ~ X.2, l; ~ / I, I ~ ' 11LE ~ ~ ~CONC FTG w/_~ . CO~1C FIG W-~~ ` i:;. ~ 1. Design of poured concrete walis is the responsibility of others. ~ i;' I I ~ 2 4 ~ p> . n _ ~ I w `4-~~NL~ 1QWQC ~:4=~5 ~ 10 QC EW; I; ~ _ - - - - s ~ I;~: . 1 i; I 3"~ A36 PIPE COL i c~ ~ U I;~' I 2. All concrete work shall comply with ACI 30184 and 318-83. ~ I ~ I ~o . „ ? ° k: ~ i BASEMENT n~W 26 W~- ~ i „ s 3~/2 ~ W m ~ ~ 3. All concrete in basement slobs, foundations and walls not exposed ~~/2 ~ I~ i:. o ~ ~ N 4 CONC SLAB OVER ? z N N j,: ~ to weather shall have a minimum compressive strength of 2500 PSI. ~ ~ ~ ~ I ~ ~ 6 MIL VB & 4 GRAVEL ~ W Z- FINISHED AREA ~ ' ' I i~ ( ~ ~ ~ ~ w ~ ~ ~ r._,, o;~ ~ o CARPET ~ . . rn _ w I;: I 4, All concrete in garage slabs, stoops and porches shail have a i -Sd a l¢ ~ ~ ~ minimum compressive strength of 3500 PSI, i i ~ ~ i i ~ W ~ ~ i:; ~ TYP POST ,n = ,~-o,~ I~. I 5, All concrete shall contain 5q to 7q entrained air. Concrete shall ~ I~ J i~. I , „ ~ n i~ ~ „ ~ I`~ I I p I 12 -6 13 -0 13 - - " , ^ 4 12 10 17 -8 I~ I not contain calcium chloride. I.pI ~ ~~36x36z12~:~~~~ , I I ~ ~ ~ ~ I I` I` I CONC, FTG wI REF I: 4- ~~_10° QC_ I I DW i~ # El'~L~ 24LIN ; , i: I 24LIN i; I I i_ - - ~ - - I`. ~ 1=00fiINGS WITH REINFORCING WH FURN _ I I . f I:.: > , ~ ~ -a ~ ~ _ . . _ ~ SHALL COMALY WITH SECTION I W8x~8~: f - < : . , _ ~ W8x28 - - - _ ~ W8x28 W$x2& ~ _ ~ k ~ . - - $'_-li-' - ~ I O ~ 2&0.50 0~ THE 20p5 NEC, • j ~ _ 0 I , ~ ~ ~ „ k,k. . 4 r _ - - - ~ ~ . ~ 3~ A3~:;~TD~ PIP~ C01. BM PKT ~ , ~ ~_~~.__J r ~ ~ i i u i~ ~ ~ UP , ~ i 36x36x12 r o ~ 3~ A~6 S PIQE COL , .t k,. I NAIL & GLUE TO MASB STtZAPS ~ 1 5 R C O N C~:~ C w/ / C 4 N C- f T G. w I i I ~N 42z42x1 , „ , I , , , . FLOOR DECK ~ ~ , ~ ~ #5 @ 10 4C EW' G~ ~ - Wf~ I ~ . ~ET w , ~ 9 1~ G- / s I I NO7 P~RMITTED ~ N n , _ I I I o ~ ~4- l2_Q~: E1Y,. - - I cn ~ ~ i I ~ ~ ~ I ~ ~ ~ i• ~ I ~ ~ ~ 2fx10 DECK JS • ~ I ~ c~ N ~ I z o I 16 OC ABO+Y ~ ~ ~ ~ ~ I ~ ~ Wm ,_p~ . I ~ 2x DIAPHRAM BLOCKING 2WORKINGDAY$ . ~ W i : 3~ PIPE~ COL ~ ~ ~ I z z ~ ~ ~ I ~ BEFOAE YOU DIG ~ 16 OC ~ I c~ c~ _ r _ ,ON 30x30X121~ ~ ~ z- - I ° CALL TOLL ~RE~ SOO-362-2764 L----- cn I I _ ~ ~ w w ~ C4NC:_F_~~:' w~ I ~ I ~ o I ~ OHIO UTIUTIES PROTECTIGN SERVICE ~ ° w I ~ . ~ ~ ~ _3 ~ a2 OC ~Wl,~ ~ ~ _ . ~ a ~ ~ ~ ~ I I ~ SOLID B ARI ~ ~ ~ ~ , I ~ ~ I ~ ~ I JST PARALLEL TO WALL FDN ~/2" _~'-an , ~ ~ ~ I J „ ~ ~ ~ I , I ~ I ~ 7 1~2 ~ I ~ 0o I ~ ~ oo -e- ~ ~ ~ I I ~ ~ ~ I ~ „ ~ ~ ~ ~I ~ ~ ~ n ~ nl ~ I ~Concrete lintels sha~! A~-~- ~~~D WITHIN 8" 4F GRADE ~0 8 21-8 I,p 14 -8 I 13 -6 ~ 10 5~-0" ~ 8° All HVAC WORK SNAII BE iNSTAILEd g~r$` min. ea. end. TD BE PR~SSURE TRF.ATED I ~ 10" I I ~ I ~ ~ ~ ~ I ~ IN ACCQNpANCE WITN THE 20Q4 RCO ~ ~ ~ I ---______---~-------__J ~ I ~ ~ ~ ~ ~ I ~ ~ ~ I ~ I ~ ~ ~ ~ I ALL ELECT~ICAL WORK WIIL B~ ~ I ~ L------- ---------------J ~ I m ~ ~ ~ I ~ I o SMOK~ DEtECT4RS R~Q'Q p~R INSTALLED IN ACCORDANCF. ~NITH g ~ ~ ~ I w ~ I ~ , GARAGE i - N SECT'ION R313 THE NATIONAL ~LECTf~ICAL COD~, a I ~ UNEXCAVATED I r ~ - ~°m I d' ~ I ~ " I ~ YQ ~ ~ATTERY BACKUP REQ'D ~QTECTION AGAINST AADON 20~4 RE51p~NT~q~ ~pp~ OF ON10 P~R DUBLIN ORDIIVANCE ~ o ~ 4 CONC SLAB OVER I S Q~ ~ ~ I ~ _ , n r p ~ ~ I 6 MIL IB & 4 GRAVEL ~ o o ~ ~ ~ ~t I I ~ UNEXCAVATED I ~ ~ ~ ~ SLOPE TO OH DOOR I ~ 4" COhlC OVER ~ I ' I I I n N~ I ~ Z ~ ~ ~ ~ 4 GRAVEL ~ I ° ~ I I o ~ I 7'6" MINIMUM CLEAR CEILING HEIGHT ~ I ~ I o ~ ~ ~ I REQUIR~D, WITH 6'8" UNDER 6EAM5. ~A~80N MONOXIDE REC'D ~ ~ ~ _ DUCTS, GIRDEpS, SOFFITS, ETC., PER p~R DUBLIN ORDINANCE I ~ o I ~ ~ I i ~ I ~ DU@LIN ORDINANCE. 4~ I ~ ~ I ~ ~ o~~~~ ~ I ~ I ~ ~7~•~ I ~ I ~ I ~ I ~ ~ ~ ~~.c c~ SI,EFPING RQQ~IS EXIT REQUIREMENTS u, ~ MINIMUM ONE WfNDOW • 5,7 NET , o. ~ ~ ~ ~ ~ ~n ~ r~{r_Qn I n ~ i_ n LI U 8 35 8 M SQ, FT. CLEAR, 24" HfGH 20" WID~ , st~~~~G`~ ~ ~ ~ I ~ 1 .A~ ~ N GRADE ~LOOR MINIMUM 8.0 NET SQ. Fl; ~ ~ ~ I ~ I ~ ~ I I I ~ I m I I J ~ I ~ I ~ ~ I ~ I ~ ~ I~ ~ ~ ~ ~ I ~ I ~ ~ I ~ I BEUIL CQUA B ILDERS ~ ~ ~ I ~ I BEVILA ~ 6UILDERS ~ ~ I ~ I T ~ I ~ I ~EUILACQUA 6UILDERS Z ~ I ~ I ° ~ I ~ I a ~ I ~ I 6EUILACQUA EUILDERS o ~ I ~ I 5930 Cleveland Avenue • Calumbus, Ohio 43231 I ~ I 614.882.4363 I ~ I ~ ~ I ~ ~ I ~ I I . . i i i uA~RRnTTru ~ur_ru~~~T~Tr_ r~rr _ ~ ~ I I ih/LiYV V Vil ,utI u11l LLliY11l V I 11\V• r ~ ---------J I DESIGN ENGINEERS ~ 1 I ° 1080 KINGSMILL PARKWAY - SIIITE 110 - COLUMBUS, OHIO 43229 N FOUNDATION PLAN 1/4" = t'-o" 614-888-3918 00 12'_0n 15)_$11 17#_811 - 9' BASEMENT WALLS 5cAlF_ 1/4" = t'-0" oUVN: HGK DRAWING N0. - FINAL FLOOR TRUSS DESIGN BY OTHERS onTE 8/18J05 JEH JOe; 2004314 70,_831 - ALL 3" PIPE COLUMNS ARE TO BE STD A36 ___l_ -..I - 1022 SF LIVIN6 AREA CELTIC ESTATES ON AVERY LOT 6 3 of 7 FOUNQA110N PLAN ~ 36 _p ~ 48 15~_0° 2'-10" 10'-4" 17'-8" 3'_' 3'-10° 5'-p~~ ~ 60 ~ DH3456 DH3456 DH4816 i ~:.3". +_d~t ~ . ~Yr ~.i:.+ R":a!. s~a. iil:;b~ ,_AU, ~a....:.:Jii~h i r ~~,Y x i i).v ~rX~ . ~.r,.n.~y :a4.: ~;ti~.~ DH4816 ~p V ~ ~ I 72 x 36 72 x 36 ' FRONT ACCE S TQ HIRLP(~~OL fft~TOR AtVD , , ~ WI CI.ST ; OPTlONAL 0 CLR 4-2z4 WHIRLPOOL WHIRLPOOL PUMP AEOU~ ED•NI C 680 . ~ ! CARPET , , PRE-FAB FIREPLACE ' II 5 z3 SHWR i ~ ' UNIT GAS ONLY ~ II ~ , „ , ~ „ ~ ~ > 2'-0" 3~-10" 7'-6° 17 -2 7-6 - ' II _ 2 4 - 4 15 4 6 1 5 91/2 6-21/2 6'-2 1 /2" 4~~ o II i i~ ' cnll BA1H ~ ~ ~ ' i~ N BA1H ~ ~ ~ ~ ~ KEEPiNG R00~1 0 ~ i'~ . ~ ~i - HARDWOOD i1, ~ ~ I QECK ~ , ~ ~ ~ WOOD M ° N o t - - ~n ~ . ~ _ , ~ . , . . . . . - ~ ~d . - l.t, - ~ ~ 28 I ~ CM ,.i ~ ~ 3=-2z4~ KS ' ~ ao ~ r DH3452 DH3452 DH3452 ~ ) . F~lY t p N S~} ; v:. . - ~•~.s.~ i~u- _ ,a _ ^,.a~•:i.i~_: ~;w~< , ~ _ ~"Y:.~ ..-^,~r ~:::a~ ti. , . ' u•4. 2'.~ .1i.... .':.,r0,.~.. . d, p_........w.,~ ~ . .r: 3 1 2z9 1 2 ML 3 1 2x9 1 2 ML ~ ~ ~ ~ 3_2~4, , ~ . K~S , ~ ~ ~ I N ~ M I ~ ~ I I ~ ~ ' ~~~~Q~ 1 W HARDlNOOD ~ CARPET c~ ~ I Z ~ J - f , ~ i i o ~ J - ~ Sl~EEFI~lG RdOVIS ~XIT REQUli~ElIRENTS 0 CLR PRE FAB o W m ~ O o' o ~~~cF~sr ~ 3 FIREPLACE UNIT ~ o ? z ~ o ~ MINIMUM ONE WINnOW - 5.7 NET w 3 NARDWOOD c~ c~ I ~ w HEARTH a o z N I ~ SQ. FT. CLEAR. 2~4" HIGH 20" WIDE ~ ~ I ° ~ a¢ a 0 ~ j o I ao N GRADE ~LOOR MINIMUM 5.0 NET SQ. FT. ~ GREAT RQ0~1 ~ w i ~ I ~ ~ ~ ~ ; i o , CARPET ~ O~0 ~ I J ~ I ~ ~ I ~ I ~ I I I I I I I N N ~ I , \ . ~ I C ~ ~ : ~ ~ PANIRY REF PANTRY DBL ~ ` • ~ ~n ~n - - - - , OVEN - N , ~ 3-2z12 4 0 CSD OPG O ~ .1~.1 Jy~e:l.. ~.~.5 .M: ~i :Y, 't f Y4~ 1 ~ :~I m ~ . ~ ~ ~y r 4 s:. a- ..~.`k... @ P~ ..~it,r:81.. ._'F,~O ~ ..b t - ~ ~,,~.v.,~~,i. ,o~. . .r ~';?jx,k?°°. .G,.; ~ ~d,!' ;.t?'Y.~~?Gik~.~g 3 ..~~ti~..R .1..~*' :r~~h.~...~N;:.^ ~,4'F~al. 4~ t t~,T:.7~:~{ s. .q;c.v m ' .-tl.~~.. ~r-~`.. K:1'i :~4r~s:1:+~.5~ , , ~ -i r , . , ~ _ _ ~ ~ ~ ' " r------- - : 28 ~ N DH3452 DH3452 I i ~ ~ DH3452 ~ 4-2x4 I I D W ~ II DN 5R , „ I , n p 36VAN ~ Q ~n 4 I 10 -6 5'-6 ~ n. I f ° 14'-0 1 2" „ ~ n ~ n ~ ; cv > I 78 111 ~ 2-4 3-8~~ - - - 3~_2A 36 50 3 2~' m ~ ~ n i i . ~ _ P~DR ~ - 1 rt~? 4 o r~ oo I I INSTALL CIRCULAR Co M P~ y N~ I I ~ ~ ~ l~l~P~DRY ~ ~ i ~ sT I rr.s. co ~ ~ ' ~ ~ ; ~ ~n A RCASE PER R 3 8' ~ R o o~ r ~r TIL a~S I I / I X 1 I . ~ i _ ~ ~ STA RWORLD ~ ~ ~ z ~ r / i~ o , n z II ti'~ SPECIFICAIIONS i ~ Ru N m ,I , N ~ ? mu ~ ~ , ~ a~ ~ H~~. ~ ~ . , o~ ~ ~ p~ ~Fy ~ ~ - ~ N ~ ~ - ~ oi~i~c Roo~ r,, HARDWOOD N ~ ~ ~ I I ' ~ 2 6 ~o z I I . HARDWOOD i 0 I _ N I: - 0 4-2x4 ' ~ . _.N. „ _ ~ ' ~ ~ 3 ° 2x4:~ ~ ~ ; 3=2x6 6'-1112° ^ ` ~ ~ ~ ~ II ~ `KS ~ ~ ~ C~ p i i ~ ~ 1 d I i N `i \a i p ~ X 00 \ n et n N I~ N I I O , -1 5 s rrnE x cws F~~ I i ~ ~ ~ o i ~ I `'ii~ N~~i I\ ~ ~ ON ALL COMMON TWQ STORY ~ N~~~ ~ ~ ~ ~r ~ WALLS & CLG ~ = ~ ~ ~ , HARDWOOD ~ ~ , , o , , ~ ~ , , d. ~ ~ i ~ ~ ' \W N , r......... , I 31- \ - - _x::n,ar:~. I i i W 0 o DH3452 DH3452 ~ _ II b ~ _ ~ ~ , _ _ _ I CV G ~ I ~~~E - DH345 2 Uf~E~ jH3452 ~ ~ ~ ' C CE ~ ~ ~ ON R TE ~ il - ~ I „ ~ ~ ~ ~ PoRCH a , ~ ~ r ~ O X ~ ' ~ I i CONCRETE N I I ~ ~ ~ i ~I~ ~ NII I „ ~ 3-2x10 2-2x10 2-2x10 2-2x10 ~ ~ ~ - ~ ~ , - - _ _ _ ti:: - _ o - ~ ~:;t. a ~ - - - 0 ~ _ ~ 6x6 POS o, T P py ' w/ TRIM ~ ~I r' ~0 ~ ~ X~ i r~ ~ ~ d. n 2qr,_2n ~ n ~ n i u r n ~ 6 ~ 14 -8 - _ 74 74 62 '~'~H SFft~ Ci{~;'~ n n 4 s 6 4 11 ~ • ; . . '9 ' I . > ~ _ 3:'=2x6:~ ~ '.?~G E . ' ~ d~ S, ' - (KST , , M N 2~`-2 o ~ o ~ KS ( ) I o; ~ N I~ X l~ I r N ~ I VI~ACQU BUILDERS M I ~ ~ ~E 6UILDERS I ~EUILACQUA 6UILDERS 2=2xfi;~ ' ~ ~KS) I ~ ~EUILACQUA ~UILDERS o ' ~ 5930 Cleveland Avenue • Columbus, 4hio 43231 ~ 614,882.4363 ;i; - 2-DH3452 I~iASBROUCK ENGINEERING, INC. . ~ n FIRST FLOOR PLAN ~la" _ ~'-o~~ nnern~r r.r~~rnnrr~nnn L~al~r~r ~~r~ruv~~tt~ :r.M;:.k4'~:•y:: :alJ:'iM,,: l ::fa! ~ - 2551 SF LIViNG AREA 1060 KIN(~MIIl PARKWAY - SUITE 110 - COLUMBUS, OHIO 43229 DH3452 6'n 6~ - 51" 5111 2-6 ~ n 51~~ ~ ~ " 3'-51 2" 7'-01/2- _1011 -0 -0 -6 -6 -4 5-4~~ 2-6 / 31 N - FLOOR TRUSS DESIGN BY OTHERS 614-868-3918 PROVIDE 2-2x4 SOLID BLOCKING FROM ROOF scaLE 1/4" =1' DRAWN: HGK DRA'MNG ND. I _ 12r-Un 15'_8" 70'-8 6 ~ n 1_0n 11r-8n 14 4 n - 9' CEILING UNLESS NOIED QTHERWISE oaTE 8/18/05 -p ~PRO~' J~ ,ae: 2004314 CEL11C ESTATES ON AVERY LOT 4 Of 7 FIRST FLOOR PLAN 36~_~° 17'-p~~ FIREBLOCKING 3'-10" 15~-0" 11'-2° 6'-0° 2~-10" 10~-4° 3~-10„ FLR JST ~ 16" OC 1/2" GWB DH3442 ~ DH3442 .;:9'~.f ~ ' 1. R-13 INSUL ~ +i z ~ ~ ~ 2z4 STUDS ~ ~ ~~DR O~i 4 CARPET 1" AIR GAP 4 24" OC v [V 6 MIL VB 2X4 1REATED I ~ n ~ n ~ ~ ~n 4 16 -4 4 0 ~ i PLATE ~n ~ EXISTING 4" CONC SLAB _ ~r ~ ~ S DH3442 DH3442 DH3442 N r~ .e ez-:'~s" ~is; ' ~::~w,.r~n: s a'Y . :i...~~Ye i.~ . ~~sY :,.t2.•.r.+ . v 1 J.. ~ . . ~ 4, ' _ :x;'~ 3:5; :+-t'...e`'. , .z!,°; :?:tii...wi ' ~ LX~ 0 . . . . „ . . ~ a ....f..: .vx;o,. ~:.a,r~. r,., S I .d' _ I N N . I ~ ~ ~ \ ' ' ` ~ BA FINISHED BASEMENT WAII SECTION ,~2p = ,~_oA ,i ~ 9ATH : : ~ ~ ~I G.ST I , ~ " ~ ~ TILE . 11LE ; .i CARPET ; ~ 1------------------------------- ~ i ~ ~ ~ 0 - HABITABLE SPACES SHALL HAVE 7'-6' MIN. CLG FOR AT LEAST 50q OF THE AREA. 4~I I i 2~~-5~ ~ i n n i n n' i n ~ ~ I -0 11 0 3-2 : 4 3 1~2 5-0 ~ ~ rn ~ , z rt--- „ ~ ~ ~ I ¢ 61]2` , , > 51 2 N ~ ~ BEDR I ~ 24 ~ , 00~12 , I ~ ~ I - - , „ LNDRY - o ; ~ CARPET , 2 p I: ~ ' T1LE ~ ~ 1RAY CLG , BEDROO~I 3 i ~ I , , ~ w ~ ~ ~ ~ ; I ~ ' I CARPET a i ~ ' ~ z ~ ? ~I CIST ~ I ~ ~ I ~ ~ i ~ ~ ; ~ ~ I CARP N ~ t I ~ ~ ~ ~ i SI~ 2 p ~ 'I ' ~ ~ I , ~ ~ p ~ ~ 2 4 ,r I 1~"_"_"_"_"_'-_"~"~"-" 1 I , - / ~ , ~ ~ ~ ~ ~ , , < x i ` R& S N - , ~ , i I ~I t 1 . i.______ ; ~r6~ ~ . ~ N ~ I ~ - ~ ~ ~ N ~ , , . „ ` ~ C~ST SL~~pIhG ~OOM ~ I :plhG ~OOMS EXIT REQUlP~E1~ENT5 _ ~ ~ ' I i CARPET ; ~LE ~ MINIMUM ONE WII ~iUM ONE WINDOW - 5.7 NET • 2'4" PKT ~ ' SQ. FT. CLEAR, 2a° _ ~;SD HALL i ; -T. CLEAR, 2a° HIGH 20° WIDE ~ ~ CARP T ~ GRADE FLOOR MI 2-2z10 , CM 5 E ~r ~ 28 ~ N I N N )E FLOOR MINIMUM 5.0 NET SQ. FT. ' ~ ; 3 z , : - ¢ _ ~ > ~ ~ ~ ~ ~ ~ Z-2x10 ~ ~ ~ ~ N ~ N x ~ DN 16R a,,. N LINEN ; L, M I I f g I i I „".i;'~ - $ , n< r n ~ u'. ~ n I 4; 1 0- 0 3- 4 t I 2 ~ I 8- 8 I~ o ~ I N - • - ~ ~ \ py T ~ , F. ' ~ IaLS I ~ ~ ~ATH Y ~ M ~ d o I ~ CARPET I; / E i I N S T A L L C I R C U L A R I , MQ~ ~ ~;y, : ~~LpppL N , I I~ STAIRCASE PER ACGESS Y: 48VAN ~ ~ STAI ~ N AONY ; g80 RWORLD ~ ~j~EO~ , i i 6EDR00~15 REQ SPECIFICAl10NS ' l1MP : I I ' ~o CoMPCy wirH _ . CARPET i ~ R&S r , R311.~.sr~ Rc ~n ~C.:...~h,.... ',1 ..A,?'n*, - '.\~.,f...~•..,.4..~n:..,. .1.1'+:.14A ...x Y.a.h ...t:....,:t'..n'rt:. . . . ~.:.'.y ~ : _ =2X~~ ~ ~r - • 31 2x51 4 OP1)ONAL AT~IC OPEN TO / / F PARALLAM w : . SPACE _ OYER BELOW / . ;:,3-2x4 ~ SIMPSON COL i - ; ~ CAP ECQXX - .:~.,r::: DH3442 DN3442 0 ~ i ti: ;:w'~zy~ ?~,~:•.:i:~~' ' N DH3442 DH3442 DH3442 F~ P,• ,y~ : , 2'-10 1 f 2" 5'-4" 5'-4p p 3'-5 1 2' 7'-0 1 2" ° 26 / ~ 310 ' J ~ l E, ~ . ff~ fi U~G ; 22'-71/2'~ 16'-01 2" ~ ~ 14-4 4' 2 ' ; ~ ~ o: , . cr tti~'~:~~~~ 53'-0" ~EUIl~ A ~UILDERS ~~VILACQUA ~UILD~RS ~~UILACQUA ~UILD~RS ~EVILACQU~ ~UILD~RS 5930 Clevelnnd Avenue • Columbus, Ohia 43231 614.882.4363 ~~~Q{~d F~.Q~~ t/4° = 1'-0" - 1fi91 SF LIViNG AREA HASBROUCK ~NGINEERING, I1~C, ~ - MiN 2-2z4 SOLID ~LOCKfNG BESIGN ~~tG~N~ERS 1084 KINGSMILI PARKWAY - SUITE 110 - COLUMBUS, OHIO 43229 614-868-3918 SCAIE: 1/4" _ 10-° LJOB. wN: HGK DRAWING N0. I. DAt~ 8/18/05 '~PR°~D` JEH 2004314 CELTIC ESTATES aN AUERY LOT 6 5 of 7 . SECQND FLOOR PLAN . _ = . i n 36'-0" 17 -0 RIDGE BOARD SHALL NOT BE w z I TRU LESS IN DEPTIi THAN THE CUT _ = TO SU PORT OOF END OF THE RAFTER, 2x8 MIN ~ ~0 ~ o & SE ND OR ~ ti~` ~ ~ 4~ PROVIDE 2z4 BLOCKING i ~n ~ ~ 24' OC IF PLATE r FALLS BETWEEN TRUSSES MIN 2z8 PLATE ON ROOF ti~~° 2x4 POSTS ~ 24° OC TO 2x8 PLATE ON ROOf P~ ~ RIDG LINE ~ i M I' S' MAX SPAN BETWEEN SUPPORTS G 9~ G9 . l NF TYPICAL INFILL DETAIL ,i4n = ,~-o° F -1RUSS MANUFACTURER SHALL UERIFY TRUSSES ARE DESIGNED TO SUPPORT ALL LOADS FOR yiA INFILL FRAMING, VERIFY WITH 1RUSS MANUFACTURER PRIOR TO CONSIRUC110N. - TRUSS MANUFACTURER MAY PROUIDE ALTERNATE {NFILL FRAMING METHOD ( - ALT INFILL RAFTERS SIZEO PER CONVEN114NAL ROOF FRAMING o~ ~r ~ ~ ~ ~ w E RID LIN o a ; I Q ' N U Q ~ N 22x30 ~ AT11C ~ I ACCESS 17'-g" ~P I , , 4 ~ y I 2z10 ROOF RFTR ~ 16 OC ABO / o I XV~ w N~v Z NQ¢ -I ~t ~ ' ~ ~ ~ ~ W y ~ ~ ~/y ~ . ~ z ~ J ~ U' . c~~ ~ ~ ~w ~ o' ~ d yA 9 SEALEQ TRUSS DF ALEQ TRUSS DRAWINGS WITH ENGfNEERlNG TO °o o F9 ~ ON-SITE PRl4R , ~ ~ BE , ON-SITE PRl4R 70 INSPECTION. TOTAL ATTIC VEN'1'~ATION o~ TOTAL AT11C 3587 SF w x~ ~ N !A _ ~ _ ~ Q , - - - - VENIING ~ 1:300 REQ'D VENTIN~ 11.95 SF ~ ~ U Q ~ 86.0' RW @ 1.0 8.60 SF J 37 SV .25 9.25 SF Q Z TOTAL VENIING 17.85 SF ~ F a 0 ~ R(DGE VENT 1.0 SF/LF ~ • ~y~ HAT VENT .55 SF EACH ~ 0 4x12 SOFFIT VENT .25 SF EACH ~ I in ~ A~ E~ ' p ~ CK: ~ N ro 21 ' : ~ , t ~ ~0 ,~4" = ~EVI~ACQUA ~UILDE~S ALL OVERHANGS ARE 1~--0" FROM SP 1~--0" FROM STUD WALL UNLESS NOTED OTHERIMSE RAFTERS SHALL BE NAILED TO CEILING JOISTS TO FORM CONTINU TIE ~EUILACQUA ~UII~D~~S ~ INDICATES LOAD POfNTS PROVIDE SOl fS PROVlDE SOLID BLOCKING WHEREENOT PAROLLEL, RAF(ERS SHOILL BER ED WITH A~ AF1ER T1EF OCATED ~EVILAC~UA ~~UILDERS FROM ROOF TO FOUNDATION (MINIMUM1 IATION (MINIMUM 2-2z4) AS NEAR THE PLATE AS PRACTICAL. RAFTER TIES SHAtL 8E SPACED NOT ~E V II~ACQUA ~UILDERS w MORE THAN 4 FEET ON CENTER. RAFTERS SHALL BE FRAMED TO RIDGE BOARD JST DIRECTION OR TO EACH 01NER IMTH GUSSET PLATE AS A T1E, RIDGE BOARD SHALL BE 5930 Cieveland Avenue • Calumbus, Ohio 43231 ~ INDICATES RAFiER & JST DIRECTION AT LEAST 1 INCH NOMINAL 1HICKNESS AND NOT LESS IN DEPTH TNAN THE 6I~+.a82.4363 ' I FILL FRAMING 24' INDICATES 2x6 N FRAMING ~ 24'~ OC CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL BE A TO 2x8 PLATE ON TRUSSES USSES VALLEY OR A HIP RAFTER NOT LESS THAN 2 INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF 1NE RAFTER. HIP AND VACLEY HAS~ROUCK ENGINEERING, INC, {.~idin:fiY.`4'~~d-f'.r=9.!i9 INDICATES 1NTERIOR LOAD BEARING N OAD BEARING WALLS RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING DESIGN ENGINEERS I . _n ne~nnnu no or nrc~r_n~rn rn reQRV enul t1ic1RIRIIIF TNF SPFf.IF'IC 10Af1 KI~If`C{.1111 PARKWAY - Sllllf 110 - COIUf~BUS. OHIO 43229 I DESIGN AI ff1nIII1VIY un uL. VL-IIVIYLU iv vnnnl ru.v ~ FINAL TRUSSES LAYOUT & JT & DESIGN ARE THE RESPONSIBILITY OF THE 1RUSS LOAD AT THA? POINT, 614-888-3918 'ES OF SCISSORS TRUSSES & HT. OF TRAY CLGS w/ scaLE 1 /4" = t'-0° ow+w~: HGK DRA~iNG ND, 14'-4" MFR VERIFY INT. SLOPES OF SCISSOF 23'-0" BUILDER/OWNER PRIOR TO FABRICATI R TO FABRICATION. INTERIOR LOAD BEARING POINTS oa~ 8/18/05 ~PRO4ED: JEH ~B, 2pp4314 & WALLS PER ROOF PLAN UNLESS A 'LAN UNLESS APPROVED BY THE ENGINEER. 30'-4 1/2" CELTIC ESTATES ON AVERY LOT 6 6 of 7 ROOF PLAN STAIRWAY ILLUMINA110N: All interior and ezterior stairways shall be provided with a means to illuminate the stair, including the landings and treads. (nterior stairs shall be provided with an artificial light source located in the immediate vicinity of each londing at the top and bottom of the stair. P -ENGINEERED Exterior stairs shail be provided with an art~ficial light source located 25 YR R00 TRUSSES 25 YR MUM DIMENSIONAL 24° C in the immediate vicinity of the top landing of the stair. PRE-ENGINEERED AS H ASPH~I~T SHINGLES OVER 25 1R MINIMUM DIME S AL P~ EXCEPTION: An art~ficial light source is not required at the top N ION ROOF TRUSSES 15# fELT MINIMUM WEIGHT ASPHALT SHINGLES OVER 15# f~ and bottom landing, provided an artificial light source is located @ 24° OC 15 FELT MINIMUM WEIGHT 240# 240# MINIMUM EXPOSURE d~rectly over each stair section. # 240 MINIMUM EXPOSURE LENGT LENGTH 5 5/B" ON 1/2" LIGHT ACTIVATION: The control for activation of the required # LENGTH 5 5 8" ON 1 2" ROOf ROOf SHEATING COLOR: WEATHERWOOD interior stairway lighting shall be accessible at the top and bottom / / of each stair without traversing any step of the stair. The illumination ROOF SHEATiNG COLOR: WEATHERWOOD of exterior stairs shafl be controlled from irside the dwel~ing unit ~ unless continuously illuminated or automatically activated. 2" AIR BAFfLE 2z6 SUBFASCIA 2x6 SUBFASCIA 2z6 SUBFASCI~ ~ CONT GUT1 CONT GUTTER--~~ CGNT GUTTER 1/2" GWB (5/8" TYPE X ' ~ 2~~ R-30 (NSULATION GWB ON ALL COMMON WALLS ~ / ~ 1x8 FASCI 1x8 FASCIA & CLG) , tz8 FASCIA , „E 0° 6, 1-0 3/8" EXT 3/8" EXT PLYWOOD ~~_~n ~ 8 „ ~ ~ 3/8 EXT PLYWOOD SOFfIT w~ SOFfIT w/ 4"x12° OH GQ OH i SOFFIT w/ 4 xt2 VENTS ~ VENTS ~ 6' OC ao NF ' VENTS 6 OC R-13 INSUL ~ ~ ~ ~ i ~ SIDIP SIDIN6 OVER 1/2" ~ 2z4 STUDS N WALI WALL SNTG ~ 16" OC i 0 2x4 STUDS OR 2x6 S1UDS ~ 16" OC ~ € ~ BASE 3/4" T&G INSTALL CIRCULAR STAIRCASE PLY4UOOD PER STAIRWORLD SPECIFICATIONS ~ , 2z4 SILL PLATE t ~ PRE ENGINEEREO 1RUSSES 4° CONC SLAB OUER ~ 4" GRAVEL r SLOPE TO OH DOOR ~ ~ o f 1 2" G4VB . ~ ii ~ . .o'~. z ~ .o'~. o a : ° ~ " MAX. IS ? 3 4 R ~ ; a ~t ~ ; , .o o o a - ' ' ~ STUCCO N WI E ~o M~N. ~uN 0 R MESH Z \ ~ a ' w ~ P~R CITY OF DUBIIN OVER FELT UNDRELAYMENT ~ W ~ { ~r ~ =I I I~~~ ~ OR STUCCO LATH BACKED ~ ~ ~ ~ ~i~ 8" POURED WALL ~ WITH APPROVED WEATHER _ J m ~ 0 ¢ RESISTANT MEMBRANE OR v ° \ _ u R-19 INSUL I i~ w oo PAPER OUER 1/2 ~ o WALL SHTG 0 683. ~ andrail with c~rcuiar i , H u a, - ~i ~ 14" min,12 5~8 max, ti 1 l 2x6 STUDS F~~ ' eteror revide „ , diam P , , 416 OC ~ uivalent gra5pabil~lyk . . . . ~Q . 8"xi6" FTG \ . . y _ ~ . ~ ~RAGE SECTION ~i2~ _ ,~-o° \ BASE 3 4" T&G ~ Hq N~ PLYWOOD '~q~ \ l ~ HANORAIIS AND 6UARD$ ' TO MEE ~ SECTIONS PRE ENGINEERED TRUSSES ~ R311 AND R312 ~ N 2004 RESIDENTIAL CODE OF OHiO ~ n \ 2 -0 ~ 2x$ SILL PLATE ~ . - - _ ~III-11I- ~ ~o ~ I I~ I I I I~ I I~I I I~ I I NOSING ! I f I- I1=1I1=1 I1=1I I- i_i I I_ I I~ I I~ I1=1I I o ' I- i I-1 I I~I I I-1 I I- ~ - ~ x o°oo o°o ~ a J = o ~ ~ II°~ °p ° LIGHT & VENTI~ATION SCHEDULE ~ o ~ ~ ° o , , ° ROOM ROOM ROOM WINDOW REQ'D GLZG ACTUAL REQ'D VENT ACIUAL TEMPERED BEDROOM ~ Q 10° POURED WALL SF ~ o m SF TYPE 8~ OF SF GLZG SF 4~ OF SF VQJT Sf Gt,AZiNG EGRESS SF STAIR RISER i x FlRST F100R PLAN J O r ~ Q ~ GRANULAR FOYER 267 3 STAIR TREAD 'o BACK FILL 267 36" DR 21,36 - 10.68 18.42 Dy . . _,'~O i 2 2-10" SDLTS 5.60 - YES ' ~ ~ an~,'~~ 2 2-DN3452 23.62 13.32 ' a OU : 3 3-DH3442 29J4 17.13 ~ t2 i TOTAL = 58,96 TOTAL = 48.81 ~St,,;`'~ V` OAMP PROOFING OR 4" CONC SLAB DINING 218 2 218 2-DN3452 17.44 20.26 8,72 11,76 NAL WATER PROOFING AS OVER 6" MIL VB ~ BEDROOM #1 399 2 399 2-DH3452 31.92 23.62 15.96 13.32 6.66 REQ D & GR VE A L 14 TREADS ~ 10" = 11'-8" Pf20Vln ' ~ KEEPING ROOM 231 2 ~ UN~~ RSTAtR PR4TEC~'IQN : ~ 231 2-DH3452 18.48 26.70 9.24 15.22 31f,2.~ ° GREAT ROOM/ 907 6 90~ s~ sco 72.56 22.00 36.2a »,~z ~s ~EUILACQU 6UILDERS ' 2004 R~S)q~N`tl ` ' BREAKFAST/ A~, COn~ 0~ ONI ~ o ~ .o ,o, 0 2 • o a . KITCHEN 2~s° Fco ,,.93 - ~EVILACQUA BUILDERS x o, , ~ o 3-DH3452 13.32 23.62 ~~~~~ACQUA ~UILDERS t/2" = 1'-0" 3" PERF DRAIN TOTAL=47.25~ TOTAL=41,34 ~EUILAC~UA . 6UILDERS - ALL HANDRAII MUST EXTEND 6" BEYOND LAST TREAD WHENEVER POSSI 8"x16" FTG T1LE TO SUMP ~ SECONQ FLOOR PLAN BLE. lAN - ANY OPEN HANDRAIL MUST HAVE 2z2 BALLUSTERS AT SPACING LESS 1HAN 4" CLR BEIINEEN. BEDROOM ~2 376 5 376 5-DH3442 30.08 49,50 15.04 28.55 5.71 5930 Cleveland Avenue • Columbus, Ohio 43231 - GUARDRAILS AT ALL OPEN BALCONIES & RAISED FLOORS SHALL BE 36" TALL (MIN) n „ , n BEDROOM #3 154 p ~i~.asZ.4363 154 DH3442 12,32 9.90~ 8•16 5.11~~ 5.71 w/ BALLUSTER AT SPACIN6 LESS THAN 4 CLR BETWEEN, ~ 2=_ / 10 BEDROOM #4 246 Z 24s 2-DH3442 ~~~ao ~s.so 9.84 >>,42 5.7 HA.SBROUCK ENGINEERING, INC. R~nann~ ~~n ~ ~~fl ~_flu~dd~ 17 R~ 1n On e en ~n c~~ V „ 0.0" ~ I 1.`t` ~ ~ J•, ~ ~ DESIGN ENGINEERS . ~ PERMANENT LIGNT FIXNRE REQI T FIXNRE REQUIRED 1080 KINGSMIIl PARKWAY - SUI1E 114 - COLUMBUS, OHIO 43229 MECHANICAL VENTILATION REQU NTILATION REQUIRED 614-868-3918 SCAIE: 1/4° - 1'-Q" DRANN; HGK DRAWING N0. I DAr~ 8/18/05 JO8: 2004314 CELTIC ESTATES ON AVERY LOT 6 7 of 7 SECTIONS r ` ~ ~LOOR J015T5 F DATI4N 1VOTES ET4< OUN ~~Q~. TNIS p~SfGN 15 LIMIt~p ?01'WO 6T0}~Y i~51pEN?IA~ GONSt(21JGTION WI1'N L0,4q8 ~R DRK Consulting, Inc. „ , ~ DI9?RIBIJT~q ~l ~OIJNDAI'fON WALLS. GONC~NTRAi'~q LOAqB MAY i2~QUli~ Structural Engineering ~ PI~A61'EI~ OR Appl1'IOHAI.I~II~ORGItyC~. ~ Building Design ~00?ING3 WALL f~00?INGS ~IAI.L 8~ 16' x 8' ~OR 8' WALL OR 21' x 8' ~OR 8' WALL WI?N 2-9101~Y ~RfGK VENE~R, CQ6T-IN-I'~AC~ GONGI2ETE, OR A5 6NOWN ON 1'N~ f'~I~NS. 7630 Sawmill Road, Suite 300 51 A W/ 61L1. ~AL. CONCREt~ ~I-IALL NAV~ A MINIMl~128-DAY COMPR~~IV~ 971~NCsTN 0~ 1,500 PSI. Zxb Ll. Pl. ~ Dublin, Ohio 43016-9028 ~ ANCNOR ?0 WALL W/ 112'm ANGNOR BOLtB a e 6'-D' OG MA)c. ~Ol.tS 6NAI.L NAY~ A 1'N~ FOOi'INGB q~?AIL~D GN t1~5~ qRAWING9 NAY~ 6~~N q~51C,N~D ~OR A MAXIhNM ' ~ , MINIMLIM EMB~DMEN? D~Pl'N OF 1' WITN A ~EARING PI~S~ll1~ OF 1500 f'6F l1Nl.~SS NOrEp 0?N~RWI6~ ON TH~ fi-OUNqATION I'I.AN. 614.799.9196 ' ° ' ~IA J Cr 3' A60V~ TOP FOO71NCs5 M116T ~AR ON 11Np15TU}~Ep 501L. 1 HOOK ANq Ll. i'RO E a 0~ ?~I~ WALL. IN9rtALL A MINIi~IIM 0~ TWO ° ~OL76 I'~R 5EC?IGN OF SILL P~A?E WI?N CGNGf2~1~ ALL CONCR~t~ WORK ~I-IALL BE IN GON~O~'1ANC~ WI1'N: - a ON~ BOL? LOCAt~q NOT MOR~ ?NAN 12' ~ROM OF 1'H LAT~ &ECTION. ACI 301-99 SP~CI~ICA?ION9 FOR 3?RIJCNRAL CONCI~1~ EAGN ENp E P AGI 318-01 ~LIILpING GOp~ I~(~l1N~EMENrS FOR 6?I~lJC1~I~Al. GONGI~TE a a ° GONGI~ET~ 115Ep FOR WA~~B 5NA~1. NAv~ A MINIhNM 1B-pAY GOMI'R~SSIV~ 10' GONC WALL StR~NCsrtN 0~ 3,~00 PSf. 3500 P51 GONGRET~ a w ` ~ i~-BaR I~It~ORCINrs 91~~L SNALL GON~O~'1 fi0 A9~'I A615, CsRAD~ 60. 1 1 Eo~~ ~ ~ , a ~ PROVfp~ A~5 8AR 8-9 LoNG vERtlcal.L1" oN ~AC~+ 51p~ o~ WINDOW oPk~INC~ AND ~ S ~ SaR pROY(q~ A 5 8AR 1'NAT 151'NE WINpOW WIprN P~IJS 4'-0' LONCs ~~LOW ANY Of'~NINGS. ~ ~OI,~NDAtION lll~.~. I~G~IIR~MM~PIrS 1'ICA l~i 6NALL B~ PLAC~D I' CL~AR ~ROM ?N~ INI~RIOR ~AC~ 0~ tl~~ WALL aNq ~ 1'N~ Y~R L 8 THE NORIXONTAI. ~AR 6NALL ~ 1'~AGEq ON TH~ EX?ERIOR 61q~ OF TN~ Y~R?ICAL ~ARS. ~ ~ SOIL TYP~ l1NBALANCED ~~LL e a 8'-0' MAXIhNM ~ a aNCEtoR aa.ts axcuo~ ~o~.t5 sNa~~ cor~o~ to a~~ a~m~ ~ C( ~ ' ?ype I- 30 PCF Max. NO? R~QIJII~D O COPYRIGHT 2005 a , _ ANCNOR 60L?5 At 51LL PLA?~9 9NALL B~ IN9?ALL~D WI?N A MINIMIJM 0~ fiW0 60LrS M~~~~ rype II 45 i'CF Max NO? REG~lli~p p~R S~G?ION OF 511.1. }'LAT~, WIl'~I I BOI.T LOCAT~p NOT h101~ TNa1J 12' FROM ~AGN ALL DRA1 ALL DRAWINGS ARE AND SHALL REMAIN ~ a ~ WAI~RPROO~INCs ? ill - 60 PC~ Max. +6 , 40' OG END GF 1'N~ ~C?ION OF P1.A?~. THE PROF THE PROPERTY OF DRK CONSULTING, INC. sYer~ a~~i~q - y~ (DRK ~ (DRKC) AND MAY NOT BE IJSED, x P~R M~G'9 6P~GW NO?~8: OVI ~ IS INCN~9 0~ WA~F{Eq CsRAYEL (ODO? N0. 51) ,460Y~ TN~ ~001'INCs ~OR ?u~ DUPLICA , BACKFILL PR q DUPLICATED OR ALTERED WITHOUT THE Q a WF ~ a SOIL tYP~ SC ,45 D~IN~D IN rN~ IJNI~I~p 501L CLA851FICATIOIN WIpTN OF TI~ ~XGAVATION. WRITTEN CONSENT OF DRKC. 5Y9?EM ~IA~I. llTI~IX~ tYPE III pE51GN. ~~Lt M~P1gRqP1~ a. ~AGKFI~1.18 INGH~S A80V~ T~4~ F00?INC~ TO FINI~p C~(Z4pE MAY H~ ANY NAtIV~ 6011. ° WNICN 15 ~I~~ OP D~BRIS, 0}a,'sANIC tOP501L, ROCKS OV~R b INGN~S IN 51X~, NICsN Project No. Project No. 3322 M016TUI~E GONT~NT OR NICsN GOI~l1'~N? OF 9711~, NICsI~LY pl.~tlG G~AYS. ° W~~P HOl.~S Drawn 18' MIK GRAYEL a Drawn CzLM FOl1NpATfON WALI.S 5NAL1. ~ 1'ROpERI.I' ~I~AC~q f'f210R TO pEI~ORMIN~s ?N~ ~ a 4' GONC. SLA6 ~I BACK~ILLINCs OP~RAI'ION. , Checked Checked RUJM a CsRAV~L ~ILL l4 MIN~ a. a 6 MIL. YAPOR paRRI~R Date Date S/6 /04 a.. a c o. a. Revision D~ Revision Dates ° I X~' MIN. n a. Q . . KOT~: ° ~ a . , . tµl5 pI~AWINC~ IS NOT vAl.lp IJNI.E65 IT TNE EMBO~Eq ~IONAL ~SIN~~RS ~AL 0~ DAL~ R KIN9L~Y, ROB~R1' W. _ ~ MILL~ OR C~I~C,ORY I.. MI~LER aND IT {5 61GN~p IN REq. ~ ~ 3 P~i~. DRAfN TIL~ Project: Project: ~ 8' x IS' CONTINLIOUS ~ OPTIONAL 3 P~f~. DRAIN tIL~ N,4RD 8195 Avery Rd pIPE ?HROIKsH F00?INCs AT 511MP GONGf~t~ FdOTfNC~ " Dublin Dublin, OH ATI N VVALL SECTION AL F UND 0 TYPIC 0 , SCALE; 314" =1'-0" Builtler. Builder: 1x6 8TUq8 e 16' OC ~ ~ 1x6~ 81LL P1.AT~ IU/ 51LL ~AL. SU11P1~ ` ~ ANCNOF2 TO WA~~ W/ 1/2'p ,4NGa0R 6 Mfl.. vAl'OR BA1~~~R Sunrise Concrete Co. 0 2x pI.OCKfNC: + 16 OC t0 ~o~rs, rr~ica~ ~ario~ 8442 l 8442 Marion Rd MAtCN ~LOOR J019T5 51X~. WALL 5~G1'ION FOR I~G~11R~M~NtB. 4' CONC. SLAB ON ~ GI.U~ ,4Np NAIL. FI.OORING t4 ~R,4y~L FIL~ (4' MIN~ Newa s~oc~cir~. 6~ x 8' GONC STEM Newark, OH 43055 o,, ~ FLOOR JOIS76 . ~ 0 d . ~ ~ S 3 , ~ ~ ' d ~ ° PRELIM , ~a ~ PRELIMINARY ~ 3~ p~iN ri~~ ~ ; ~ , CONSTI CONSTRUCTION ~ i a 1' RlCslp IN~Il~A?ION ~ z I A? W/ SI ~AL. , ~ 45 deg TaP~R ~ TOP. ~ , a 2x6 9 LL PL ~ LL ~ a Sheet T~tle Sheet Title: ° a ANGNOR TO WA~~ W/ In'0 ANGHOR e 8' x 18' GON?INllOl15 HOL?9, TYPICAL ~011NDATION coNC~r~ ~oor~r~ a WALL 6ECrI0N FOR I~QIlIR~M~N78. a a aY] Standard 10" ~ aa ~ L ~ ' a J U 6 O~ ~ ~ e Foundation L C Q ~ ~ . e~ - _ Details ~ % ALL ECTION FOUNDATION W S S C ~ ~ TI N AT WALKOUT Sheet Nun ~ TYPI AL SEC 0 C Sheet Number: JOISTS PARALLEL TO WALL , ~ ~ SCALE; 3/4" _ ]'-0" SCALE: 3l4" =1'-0" 1 fl F-I ~ ~ A I.P Salid Start Rim Board B3 LPI Blocking at Interior Support D2 Post l.oads pl Top I,oaded - Nailed Connection Fasten rim board ta each (See Connection Assemblies for more details) floor I-Joist using one Sd Framing is applied to top of the box nail per flange beam so that each ply cnrries an Blocking is required equnl load Standard nail sizes; when I-7oists end at ~ 1-3/4" LVL~ 16d (3-1/2") nails support; either L - , ' _ ~-i~z° ~v~. ~od ~a°) na~ls , r~ n r~ n n ~ r-~ butting or lapping Same depth *~iry + ~ + as I-joist . ; . ~ - ~ ~ ~ i~ o e ~ /34' Bearing Wall o ~ aligned , 12" o.c, under wall 8d at b"o.c, toe-nai led above 5 uash blocks re uired under all ost loads Two rows for depths up ta 12" fram outside of building. see Note ,Q. _ a p~ ~ #b below ~6 - I~y Three rows for depths up to 18" ~ ~ - vP Four rows for depths up to 24" ~T~ 15 6' i AII han ers IUS 2,56/9.5 unless~ no~hed otherwise 9 . , 3 , n ~ LVL (2) PI 13/4 X 91/2 1.9E 8{Drapped) ,LV 2) 1 ~/4' 2" ~.9E b' ro , n nn ~ nnnn _ nr-_~ ~ nnr-i ~ ' - ~ ~ l2 I ~ /4 ~ , ~ ST ~311' 8( p 4) I ~ arrier Truss by Others ta carry ~ LV (2)' ly /4 ~X /2' .9 I4' Second Floar and Roof. , ~ , , i 5 T a 1~4~ F~ ! C fr 1/8 Ma r~ I(Ty of , ~ ) Desi ned 8: Fritz Reidenbach - Linworth Lumber Com a for Bevilac ua Builders - Celtic 6- Second floor I~ ~ N/A TYPE QiY, SERIES DEPTN LENGTH I-JOIST 3 LPI20 Plus 91/2" 4' n°i ° ~ 1/10' ~''1 ~ ~ hift this joist 3" I-JOIST 4 LPI20 Plus 91/2" 10' ~ ~ ta miss plumbing drop, I-JOIST 1 LPI20 Plus 91/2" 14' 1 ~ _4~~ ~ ~ i I-JOIST 15 LPI20 Plus 91/2" 16' rn rn 1 OI ~ I-JOIST 7 LPI20 Plus 91/2" 18' x x Il 0' [ LVL (2) Ply 13/4 X 51/2 1.9E 4 - ~ Field Cut from 117/8" Material - I-JOIST 12 l.PI20 Plus 9 S/2° 20' ~ M N N M ` „ /Z w ~ w - I-JOSST 1 l,PI20 Plus 9 I/2" 24' I-JOIST 22 LPI20 Plus 9 S/2" 28' 2, ~ ~ LU5 46 (Typ af 2) a a I-10IST 2 I,PI20 Plus 91/2" 34' ~ ~ ~ ~ ITT 311.88 (Typ of 3) I-JOSST 9 l.PI20 Plus 91/2" 36' I J J ry ~ ~ ~ ~ J J x ~ x 1,/34' 11 8' S' , \ \ N/A TYP@ QTY. SERIES DEPTI~I SPACINC M M I-JOIST BLOCK 28 LPI20 Plus 91/2" 12" O.C. ~ ~ I II ~ 1 N/A TYPE Q1Y, SERIES DEPTH ; 'l,ENGTH ' ~a a I~ 110'N - RIM 13 11/8" Solid Stwt 91/2" 1 ~2' , j 3 ~ > > ~ ` ~ u n i i 4 J J ~ L( PI I3 11/4 1~ E ( o d) I ~~f` .,y th~ , N/A TYPE Q1Y, DIMENSIONS GRADE ' LENGTN*k i - Y - Y ~ p ~ _ I ~ ° ' , r._ r: - ~ GANG-~AM LvL BEaM i 13/4" X 91/2" 1.9E' 4' " ~ GANG-l.AM LVI. BEAM 1 13/4" X 9!/2" 1.9E b' ~ 1/4' 6ANf -LAM LVL BEAM 1 13/4" X 91/2" 1,9E ~ 10' ~ 6ANG-LAM LVI. BEAM 2 Multi-PI 13/4" X 91/2" l,9E ' o i - f~ANf~-l.AM I.VI. BEAM 2 Multi-P 13/4" X 91/2" 1,9E 8' ' ~ , ~ _ _ , _ - ~ ~ - &AN6-LAM LVL BEAM 8 Multi-PI 13/4" X 9 I/2° 1,9E 20' ~ f~ ~ ~ C~AN6-l.AM LVL BEAM 2 Multi-PI 13/4" X 117/8" 1.9E 6' GAN~-LAM LVL BEAM 2 Multi-PI 13/4" X!S 1/4" 1,9E 10' ~ LVL 13/4" X 91/2" 1,9E 6' . I 8 ~ I - GANG-l,AM I.VL BEAM 6 Multi-PI 13/4" X 51/2" 1,9E 4' { IUT 9 GANG-l.AM LVL BE'AM 3 Multi-PI 13/4" X 117/8" 1,9E 18' . ~ N/A TYPE Q1Y. SERIES MANl7FACT.U,.RER N/A ~ '~o /1 ' - HANGER 7 ITT311,88 Sirri $yj~~`~ i; _ ~ ~w - NAN6ER i IUT9 ; Sim` f' - , ~ ~(1- i,; ~ I - NANGER 6 U46 ° Sirri s" ~ ` ;ro i i~ - HANGER 3 IU52.56/9.5 ~Siin s~bh t4'~ - - ~ ~ **Multi- I beam I's are added to multi- I uanti . ':~a ; rK r,j " Pravide 4,25N of bearing far LVL, ;x u „ Be in Framin Here. , ~~i~ 1/18' ~ 9 g 5h~ft th~s o~st 3" ! J , ~ ~ 1,/18' , to miss plumb~ng drop, , c ~ i~ ~ i Provide 3.0" of bearin for LVl.. ~ 9 ~ I~ i ~ ~i i ~ w~ rn ~ I rl til X ~ I M) H~ T~ a ^ I M v I ~ General Nofes; ~ ~ Liabilify- Louisiana-Pacific Cor orafion's liabilif is limifed fo fhe ualif of fhe roducfs it p~roduces; LPI and TLI _ p Y 9 Y p ~ I-Joisls, Gang-lam and Teclam LVL, . ~ SECOND FLOOR JOlST LAYOUT ~/4" _~'-o" ~,._~.u4_... ~Y.°-r ° AH desi ns relafed fo fhese la oufs are based an: 9 Y ~ Nasbrouck Engineering, Inc, design for CELTlC ESTATES ON AVERY, LOt #6, dafed 5 18 05, aind revised 8/18/05,. - 2551 SF LIVING AREA ' ~ : PROVIDE 2-2x4 SOLID BLOCKING FROM ROOF ? Loads; The loads applied fo fhis building are as follows, un(ess nofed ofherwise: - 9' CEILING UNLESS NOTED OTHERWISE ~ Floor- Live Load 40 psf Deatl load 10 psf Load Duration Factor 100~ - ~~UI~.ACQ~JA gUIL~~~S ~~;y.; Mr:=~i. Roof- Live load 30 psf Dead Load 15 psf BEUILACQUA BUILD~RS ~ ; Dimensions; All dimensions are based on fhe archifecfural plans, fhe General Confracfor musi' verify all dimensions ~ , { ~ ~ and notif fhe su lier of fhs louisiana-Pacific roducfs in writin of an chan es rior fo fhe delive of an ~n,.~ ~ Y PP p ~ Y 9 P ry Y maferials, , b-..:~ l~ ~jTj' ~ ~ ~ J~ ~ ~ ~ ~l 1~ A ~ ~-J ~ ~ ~ ~ ~ 5930 Clevelood Ave~ue Columbus Ohio 4 231 ~ ~ D , , ~ ~ ~ ~ bf4,u~C,4JbJ m All En ineered Wood Products described on these la oufs musf be a Louisiana-Pacific Cor orcation manufacfured 9 Y p Bevilacqua Builders Second Floor " ~ product: LPI and TLI Waad I-Joisfs, and Gang-Cam and teciam LVI, ~ _ T ~ . _ _ _ _ HASRR~iJCK FNC7INFFRTI~C7_ TNC. ~ ~;ULIll ~;TART Celtic Estates on Avery, Lot #6 For Defailed Insfallation Insfructions refer fo fhe LF Handling and Insfallation Guitle, DESIGN ENGINEERS 1080 KINGSMILL PARKWAY - SUI1E 110 - COLUMBUS, OHIO 43229 614-888-3918 All Joisf Nangers shown on this plan musf be instal(ed as described in Simpsan Sfron9 Tie C;ompanY's insfallafion DRAI , . ,9 DRAIVN BY: SIZ& DATEo SALfiSBiAN: REV Fritz Reidenbach 06/02/05 SCOtt ROSS SCAIL 1/4" = 1''0n APpROVED: JEH DRAWN: HGK DRAINNG N0. gu~de. All holes , ~n all Joist„and beam hangers must 6e filled wifh nails as sized , ~n fhe harn9er desi n 9u. ~de, Refer Revised 8/30/05 DA~E: 08/18/05 JoB: 2004314 I ~ fo the insfallafiion guide for fhe requiretl number of naiis and nail sizes for LSSU Sfyle Ha%ers. 15-0" GELTIC ESTATES ON AVERY LOT 6 4 of 7 „ FIRST FLOOR PLAN