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06201596 Permit File City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 02 Jul 08 Vendor # : From Department: Building Vendor Name: Marata a Homes Address 1:582 Trace Dr. Finance/Purchasing Use Only: Address 2: ICity: Delaware State: OH If-1p: 43015 Unit of _ Account Unit Price Extended Price item Quantity Measure Description Number 1 Conditional occupancy Refund 805-0210-710-2914 2 3 7107 Calabria Place 4 Permit No. 06-201596 $5,000.00 $5,000.00 5 6 7 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 Department Head A roval Dat Q TOTAL $5,000.00 pp CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: :71 l~ J C t~. P ~ PERMIT NO.: ( % y a BY FINAL INSPECTION DATE: Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between LL C (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and dRe ?t'lc~ 1Pc t { (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: 7i~ 7 Vic. b ricer A/ Building Permit No. has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project ~ Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. in return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) W31 Z-03 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Dec 06 2007 7t03PM CORVEL 5135423962 P.2 Asreemcni causing the Premises to be vacated., and/or the City may initiate legal action, if these item are not completed on a timely basis, and wits in the schedule contained in item 5 of this agrftnM2. The Ow=/Occupant agrees that the City or its agent shall have full access to the Property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring at3y part of the premises. into complime with this Conditional Approval Agreement. 7. The Owner'/Occupant and the Project Mauger/General Contractor both agree that the City, by accepting tAie Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or Wherwise relinquished any rights. anftr powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant Acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Appmval to use tiw property will not be granted. 9. This Conditional Approval'Agrecawnt will serve as the-Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not bean completed, but the Building Official has determined the building can be occupied safely. Project M,awger/Cxa oral Contractor Date Project ManagedOeners] Contmcior'(Signown) (Please Point) OW=/ bate otivnrr/oec (Signature) (Please Print) eepted - f Dub>;n Date ` ADLISLINDA?A PERLSUVERWER%Pek%TfIOMW%WFICL1wP%DOES\DOCI-OAMS%13MD1't'rO)IALOCL`UPANtY AGRM4fiNT.4ov Page 2 ot2 Upaatsa apt 10/10 39Vd ZLb0S0ANINX3a33 066LZ998OZ 60:81 L00Z/90/ZZ Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial ? Code Enforcement Residential 1l 5800 Shier-Rings Road; Dublin OH 43016 Sign ? CITY OF DUBLIN ~tC, U~ Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit C? ( S __j k z, Project Name eTA ra Project Address: 10_7 LAt)k (,A it h Contact Person: ( Contact Phone. i i^ - 1"L s YES NO 1) Approved Landscape Plan & ROA YES NO 6)_.-Sign installed as approved AYES NO 2) Plans, Checklist & Permit on Site YES NO 7)-41rking spaces, number & striped YES NO _,_-4 tiig~h'ting installed per plan YES NO ___8}- i"andicap spaces properly signed YES NO--4) Landscape installed per plan YES NO u-Rarking islands 7 foot minimum YES NO,--S Mechanicals screened per code AYES tr._ NO 10) Meet residential appearance code Zoning Approved Zoning Conditionally Approved (See Comments) ? Zoning Disapproved (See Comments) ? Date of Inspection t r Y Inspected B COMMENTS Zoning Inspection Form PLA-120 Date 08/12/04 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type 1 i IC -Rl. 032 -Application # Date The undersigned inspectors checked your property at '7 ! Q Lao RP i ja Q for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS ^ n n f., nee, r r, L ~ e t ? ieri~ i- O ©sel 7-7 2 [h '~'AND 20V rQVJ b t i i0A9 A L_ 6C' - 0 DA IV S fl ADD A~ lf~ •0 tsli4 fi~i IVES AJZ1> Y7Aid> fi)5b L01 t u ~?1) Dd2D o A I- fpQty\ CB O ? APPROVED ? DISAPPROVED By 'Ibr-ONDITIONAL CITY OF DUBLIN Division of Building Standards * 5800 Shier Rings Road Dublin, Ohio 43016 Inspection Requests: (614)410-4680 Telephone: (614)410-4670 SUBCONTRACTOR DISCLOSURE Application Number: -aco k e, Project Address: o`7 ' Q General Contractor: Telephone: C t q _spq All registrations must be current through the issuance of a Cert>gcate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME DUBLIN REG. # (required) EXCAVATION ELECTRIC S HVAC ate oL-,aAG4-A 0 1 _ PLUMBING Ad V" C- CA e 1 v~0 xyv orl CONCRETE LANDSCAPING SANITARY SEWER J 1_ Po~~~ t (S , C?`~ I The General Contractor is required to provide a completed copy of the above information to the Building Official at the time of the Certificate of Occupancy inspection. Building Permit No.: Cko - cl)z 1 S9 Project Address: 1 ~ 01 Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments My Arerl, or 9~p lumbing Insulation ~ eA~ er round AP nd ISUP, ewer fYI Footing /y2/7 yz Final Electric G Foundation " ;2W Final Steel F Plumbing ivy Foundation 3 Final HVAC I i,~h ~ Radon 3 D- Ap Final Gas Dfl ~3L ?-rsrh•~~ Preslab Piping 6 7 Rough /5/ot A Engineering Electric (CWA) Engineering J Electric ljtj 7 (Pre-Sod) Service Final D Rough ~r • `7r . VM; Engineering 4 Plumbing 51V6W)+L J-(5v,.,4k) Gas Piping CI( III 9P (Rough) Rough HVAC m 114 G 9 ~-t 54-tP~' Final Zoning 'i'3 7 r IV 40, ~5; 0, IP U1 ff Ns ectcr5s 74 X-mote Fireplace to It f-3, A , jN~, r ,~'~i{ Zoning Rough Occupancy 194•i -I vqt Framing zoa> f ~ 1/1 } 6 > CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 12/10/07 01 Receipt no: 20425 Type SvcCd Description Amount 2006 201596 BP BUILDING PERMITS Qty 1.00 $5300.00 MARATAGE HOMES Tender detail CK Ref#: 1309 $5300.00 Total tendered: $5300.00 Total payment: $5300.00 Trans date: 12/10/07 Time: 10:16:52 THANK YOU FOR YOUR PROMPT PAYMENT i 5KY BANK Mes VITA . 56-143-a12 oj~-i:AVkRE, 63Qt5 i 7.- r As -nip - Y CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 MARATAGE HOMES 588 TRACE DR DELAWARE, OH 43015 June 23, 2008 RE: Expired Conditional Occupancy Approval Application Number. 06-201596 Address: 7107 CALABRIA PL Dear M[ARATAGE HOMES: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval expired on December 31, 2007 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this officeimmediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final Engineering and Building inspections, please call the Inspection Line (614-4104680) to schedule the inspections immediately. Make sure all paperwork is on the jobsite prior to the inspection. Please be advised of the following from the Dublin Codified Ordinances: 150.158 FAILURE TO COMPLETE WORK Failure to complete the work authorized by the permit or any extensions thereof shall result in the permit being invalidated and, if any construction has been started and has not been completed, the applicant or owner shall be in violation of the building code. C80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999 Please contact this office immediately (614-410-4670) so that we may assist you in bringing closure to this project. Sincerely,, s eJe Tyler Chief Building Official CC: PROPERTY OWNER 7107 CALABRIA PL DUBLIN, OHIO 43016 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 MARATAGE HOMES 588 TRACE DR DELAWARE, OH 43015 June 02, 2008 RE: Expired Conditional Occupancy Approval Application Number: 06-201596 Address: 7107 CALABRIA PL Dear mARATAGE HOMES: The Building Standards Division records indicate that the above-mentioned Conditional, Occupancy Approval expired on December 31, 2007 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final Engineering and Building inspections, please call the Inspection Line (614-410-4680) to schedule the inspections immediately. Make sure all paperwork is on the jobsite prior to the inspection. Please be advised of the following from the Dublin Codified Ordinances: 150.158 FAILURE TO COMPLETE WORK Failure to complete the work authorized by the permit or any extensions thereof shall result in the permit being invalidated and, if any construction has been started and has not been completed, the applicant or owner shall be in violation of the building code. C80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999 Please contact this office immediately (614-410-4670) so that we may assist you in bringing closure to this project. Aincerely, ~l~. rte Jeffre yler Chief Building Official CC: PROPERTY OWNER 7107 CALABRIA PL DUBLIN, OHIO 43016 This permit form is provided by the Building Industry Association of Central Ohio as a public service. Q-1-J APPLICATION FOR BUILDING PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR CO IES MUST BE LEGIBLE ISSUED IN OHIO UNDER AUTHORITY OF: Zoning District Date - 1a 1 C_ 0 Bexley 13 G•roveport 0 Westerville Dwelling or Bldg. Permit No. Oto -a 15°Ib D lumbus 13 Hilliard 0 Whitehall Plan No. Addenda No. Dublin 0 New Albany i3 Worthington D Franklin Co. 0 Powell a BUILDING LO~T/ 0 Gahanna 0 Powell ldsburg 0 Has deed for this lot been recorded? ArYES NO 0 Grove City 0 Upper Arlington 0 if answer is NO, approval of Planning Commission is necessary before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CIT )zIP - - OWNER'S NAME BLDRJCONTR. NAME ARCHJENG. NAME t y S` 4ap 2. Street and number location t j G~ , gL er? Acres Nu~rtther A. N S 6E!P-de of D Private St Sq. Ft,~ B. feet, N S E W, from intersection of 3. Subdivision Tai.RTaN ~Il~'~+T 3 Township Municipality Nearest Major Intersection l f) r 4. County Auddo's Taxing District _ C , ~ rl Parcel No. FEE SCHEDULE 3T BUILDING DIVISI N lSo C d~ Sao ITY OF DUBLIN Zoning A. TYPE OF IMPROVEMENT NON-RESIDENTIAL 1rNew BuYding 13 Repair, replacement 13 Church or religious 13 Swimming Pool Plan E dd. 0 Additio'-Alteration 13 industrial 13 Parking Garage 13 Office, Bank Plan Exam. 13 Other 0 AccessoryGarage 13 Schod 0 Public Works Otiter CE B' P 0 Other TOTAL _ Private 0 Public (Federal, State, E. PRINCIPAL TYPE OF FRAME BUILDING CONTAINS 13 Non-Profit Local) 0 Masonry (wall bearing) 13 Structural Steel C. COST (Omit tents) s-2200 O~ Gross Sq. Ft .00 Wood Frame 0 Reinforced concrete D. TYPE OF = 0 Other ng . Ft RF~SIDENTIAL F. _ OF 1~1EATK M Sq. Ft JO One family 0 Two family 13 Three family Gas 0 Electricity Garage 0 Four or more family. 0 Other BUILDING DIMENSIONS 13 Accessory Garage E3 Swimming Pool G. ~aE DISPOSAL 0 Other Public Sewer 0 Private system Total No. of Bedrooms: K Bathrobms:_ Public r3 Private (well, cistern) Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings. and to construct the proposed building or structure or make the proposed change or alteration In accordance with the lans and specifications herewith, and qty that me nfonnation rid statements given on this application, drawls and p submitted ~ n9 specifications are to the best of their knowledge, true and correct Application by . Nl I Addrssa f ~ ~>w t-r11 -~T s AgaM's slgrwuxe . Plan Do NOT W se) THIS UNE (Office u- - - - - - - t rani s Ap owe - - D - ; . O Zoning - - - - - r ' ~O APPM Issuing AuUwrhm Approval Oata signature 1XI sigrramro DISTMUTION: WNITE-issuing Authority; yE(t OW-gIA; PWK--Co Auditors LDENROD-Applicant's Copy wEV. wi Copy; f30 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201596 Date 2/01/07 Revision number . . . . . . . 2 Property Address . . . . . . 7107 CALABRIA PL Parcel Number 137-0906004000 Alternate Address TARTAN WEST 3 #62 Tenant nbr, name . . . . . . SQ FT 4930 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Maratage Homes Contractor . . . . . . . . . MARATAGE HOMES Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL 1,2,3 UNITS Permit . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 460.00 Plan Check Fee .00 Issue Date Z--A - p Valuation . . . . 0 Expiration Date 7/31/07 Qty Unit Charge Per Extension BASE FEE 140.00 8.00 40.0000 RES BLDG PLAN REVIEW 320.00 Permit RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 210.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 7/31/07 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 20.0000 RES HVAC 160.00 Permit . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 120.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 7/31/07 Qty Unit Charge Per Extension BASE FEE 40.00 8.00 10.0000 RES ELECTRICAL LOW VOLTAGE 80.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . 06-00201596 Date 2/01/07 Revision number . . . . . . . 2 Issue Date Valuation 0 Expiration Date . . 7/31/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee 1600.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 7/31/07 Qty Unit Charge Per Extension --------1_00-----1600 0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Finished and walk-out elevation grades will need approval from design engineer (EMH&T). Missing easements, flood route and section A-A. Incorrect End of Service shown. 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 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 TWO, 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 ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 06-00201596 Date 2/01/07 Revision number . . . . . . . 2 Special Notes and Comments CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 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 ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Other Fees . RES BLDG INSPECTION 390.00 RES CERTIFICATE OF OCC 20.00 SEWER DUBLIN 1800.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 110.00 Fee summary Charged Paid Credited Due - Permit Fee Total 2460.00 .00 .00 2460.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5364.00 .00 .00 5364.00 Grand Total 7824.00 .00 .00 7824.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201596 Date 3/29/07 Revision number . . . . . . . 2 Property Address . . . . . . 7107 CALABRIA PL Parcel Number: 137-0906004000 Alternate Address: TARTAN WEST 3 #62 Tenant nbr, name . . . . . . SQ FT 4930 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Maratage Homes Contractor . . . . . . . . . MARATAGE HOMES Structure Information 000 000 Construction Type . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 200.00 Plan Check Fee .00 Issue Date Valuation 1 Expiration Date . . 9/25/07 Qty Unit Charge Per Extension BASE FEE 40.00 8.00 20.0000 RES ELECTRICAL SERVICE 160.00 Special Notes and Comments Finished and walk-out elevation grades will need approval from design engineer,(EMH&T). Missing easements, flood route and section A-A. Incorrect End of Service shown. 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 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 TWO, 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 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 10. Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 06-00201596 Date 3/29/07 Revision number . . . . . . . 2 Special Notes and Comments TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 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 ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNINGDIVISION 410-4600 Fee summary Charged Paid Credited Due - Permit Fee Total 200.00 .00 .00 200.00 Plan Check Total .00 .00 .00 .00 Grand Total 200.00 .00 .00 200.00 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date (7 LI - D _ 2-00-7 Application No. 01"n . a I C,- -1 to APPLICATION FOR ELECTRICAL PERMIT Job Address 1 U ~~~Ig 1 R Parcel No. / Subdivision Lot No. _ 7 Z Owner Name Telephone Contractor Name I-, LC Telephone l el 77~( ` co C/ Contractor Address Dublin Registration No. y ~~S Residenti New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00......... $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) -T Total JOB DESCRIPTION I ~,p L (eJ 6c... This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed contractor homeowner Division of Building Standards Date: 1/1/21101 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201596 Date 4/17/07 Revision number . . . . . . . 2 Property Address . . . . . . 7107 CALABRIA PL Parcel Number: 137-0906004000 Alternate Address: TARTAN WEST 3 #62 Tenant nbr,,name . . . . . . SQ FT 4930 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Maratage Homes Contractor . . . . . . . . . MARATAGE HOMES Structure Information 000 000 Construction Type . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/14/07 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Finished and walk-out elevation grades will need approval from design engineer (EMH&T). Missing easements, flood route and section A-A. Incorrect End of Service shown. 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 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 TWO, 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 This permit is granted on the express condition that said work shall in afl respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 06-00201596 Date 4/17/07 Revision number . . . . . . 2 Special Notes and Comments City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPS, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 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 ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. ®Ao • a~0 \S~ 1o Date March 7, 2007 ? New ? Remodel LNResidential ? 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 7107 Calabria Place Parcel No. Subdivision/Project Name Tartan West Lot No 62 Owner's Name Canterra Custome Homes/Maratage Homes Telephone Contractor's Name A-1 Advanced Plumbing, Inc. ~ Telephone 614.873.0548 Contractor's Address 8299 Memorial Drive Plain City 43064jublin Registration Number 06-114 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? sewer How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? 411 Of what materials do the vent pipes consist? PVC Of what material does the house drain consist? PVC *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50..000 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ 31Vpo- Number of remaining fixtures X $12.00 = $ 00 Total Inspection Fee $ Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains ' Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards_ l F--- CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . 06-00201596 Date 3/07/07 Revision number . . . . . . . 2 Property Address . . . . . . 7107 CALABRIA PL Parcel Number 137-0906004000 Alternate Address . . . TARTAN WEST 3 #62 Tenant nbr, name SQ FT 4930 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Maratage Homes Contractor . . . . . . . . . MARATAGE HOMES Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 360.00 Plan Check Fee .00 Issue Date Valuation . . 0 Expiration Date . . 11/29/09 Qty Unit Charge Per Extension BASE FEE 50.00 31.00 10.0000 EA RES PLUMBING >1 FIXTURE 310.00 Special Notes and Comments Finished and walk-out elevation grades will need approval from design engineer (EMH&T). Missing easements, flood route and section A-A. Incorrect End of Service shown. 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 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 TWO, 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 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . 06-00201596 Date 3/07/07 Revision number . . . . . . . 2 Special Notes and Comments TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE. WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 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 ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 360.00 .00 .00 360.00 Plan Check Total .00 .00 .00 .00 Grand Total 360.00 .00 .00 360.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 ---•----Phone: (614) 410-4670 - Inspection Line: (614) 462-3865 (Franklin County) Application No.~t``,t~ . Date r arch 7 ' LOC ` ? New ? Remodel IN 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 7107 Calabria Place Parcel No. Tartan West 62 Lot No Subdivision/Project Name Canterra Custome Homes/Mara:tage Homes . Tele hone Owner's Name p A-1 Advanced Plumbing, Inc. .cr 614.873.0548 Contractors Name Telephone Contractor's Address 8299 Memoria1,Oriye Plain -City ,430 bublin Registration Number 06-114 Does the sewer discharge into an individual sewage disposal system or sanitarysewer? sewer How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? Of what.materiais do the vent pipes consist? PVC Of what material does the house drain consist? PVC "INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to thd,office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following-basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 31 Number of remaining fixtures X $10.00 = $ Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers "Backfiow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater j Sump Pump f Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine - Dilution Sump Mop Sinks Water Closets Dish Washers ( Outside Faucets Water Lines Drinking Fountain Roof Drains f` a r ;GRAND ater Storage Tank Floor Drains Rough-in Openings for Future ther Garage Catch Basin Sewage Ejectors Tjjt~ol Sh Z-5 W7 Division of Building Standards An 11 kA iA Rd W w. 9 4 T F. 97 t \ (l 974,21 \at t + 74.2 O _ 3 \ 1 - ' 97j . FF ~~l I 6 4- O T. O 0 + 73,14 T.C 7 i ~I ~p 1 9711.7 _ Q F.G. T.C. / i 975.5 ~ N = 4 cn 72.19 911. 71.90 d ' 9 971.9$ 971.71 cV O 0 Oil o 968 V T V _ ~O T.C. 12 Stm. t F. G. - - Inv- g~ .0. 90 -----------965----- Ex, Pond N. P., 963.0 W \ ~ - % i ~ 962 95- -463-------- ate, ?1 950 / / C-i o `O ro f \ f E~ Pond N P _ 4S0 n CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No. 0&_ .70 SQ~ o d E E ' Date Reviewed_ / • 4 H c d c W Reviewed By E 0 R a Plan Reviewer's Comments Notes d a Q c ?Approved Disapproved c H Z C ~ OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads Vol 1 7 3/4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 R303.1 Light & Ventilation Schedules Schedules Required on Plans; houses, additions and 000, sunrooms R306 Sanitation - Fixture Clearance R307 ? Figure 307.2 R308 Required Safety Glazing ? R309 Attached Garage Fire Separation 1318" s.c. or 20 min. door and 5/8" gyp. Bd. Type x" on all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" a. f. f. R311 Exits R311.4.2.1 Interior Doors Bath 24-x 68-, habitable space 216"x 6'87(min) R311.4.3 Landings Minimum 3'x 3' R311.2.2 Understair Protection 112" 9YP• Bd. Type JC" R313 Smoke Detector Locations Bsmt./ha/lway/bedrooms wired to prime electric/battery pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation ? R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) ? R403.1.6 Foundation anchorage 1/2" anchor bolt @ 67oc;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 1/2" for wood & steel/3" for masonry & concrete R502.11.4 Floor Trusses ? Engineered design required at Frame Inspection Tartan West Architectural Review Board 8070 Tartan Fields Drive Dublin, Ohio 43017 614-792-0090 13 October 2006 Tom Hoying Brackett Builders 185 Marybill Dr. Troy, Ohio 45373 Dear Tom, This letter shall serve to notify you of your approval of your architectural plans for the proposed home on Lot #62 (7107 Calabria Place) at Tartan West. The Architectural Review Board recommended changes are noted on the Checklist sheet, all required items have been met. If you have any questions please contact 614.335.2005. Please submit landscape drawings for review as soon as they are ready. Sincere , rad Schoch NCARB Tartan West, Cluster Home - Section "I" Architectural Review Board Cc: Steve Simonetti Permit # Permit Date Generated by REScheck-Web Software Compliance Certificate Project Title: THE ALLESSANDRIA MODEL Report Date: 06/07/06 Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: LOT # 62TARTON WEST BRACKETTE BUILDERS Ohio Ohio Assembly Ceiling 1: Flat or Scissor Truss: 2978 30.0 0.0 104 Wall 1: Wood Frame, 16in. o.c.: 3782 19.0 0.5 195 Window 1: Wood Frame, 2 Pane w/ Low-E: 405 0.500 203 Door 1: Solid: 126 0.500 63 Basement Wall 1: Wood Frame: 324 19.0 0.5 15 Wall height: 9.0' Depth below grade: 0.0' Insulation depth: 9.0' Window 2: Wood Frame, 2 Pane w/ Low-E: 30 0.500 15 Door 2: Solid: 42 0.500 21 Basement Wall 2: Solid Concrete or Masonry: 2254 11.0 0.0 137 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 3: Solid Concrete or Masonry: 576 0.0 0.0 118 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 0.0' Floorl: Unheated Slab-On-Grade: 36 5.0 29 Insulation depth: 2.0' Furnace 1: Forced Hot Air (Non-Electric): 90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date THE ALLESSANDRIA MODEL Page 1 of 4 CNJI Generated by REScheck-Web Software Inspection Checklist Date: 06/07/06 Ceilings: ? Ceiling 1: Flat or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16in. o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: ? Basement Wall 1: Wood Frame, 9.0' ht / 0.0' bg / 9; 0' insul, R-19.0 cavity + R-0.5 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. ? Basement Wall 2: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 9.0' insul, R-11.0 cavity insulation Comments: ? Basement Wall 3: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 0.0' insul, R-0 (uninsulated) Comments: Windows: ? Window 1: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 2: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ? Door 1: Solid, U-factor: 0.500 Comments: ? Door 2: Solid, U-factor: 0.500 Comments: Floors: ? Floorl : Unheated Slab-On-Grade, 2.0' insulation depth, R-5.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air (Non-Electric): 90 AFUE or higher Make and Model Number: Air Leakage: THE ALLESSANDRIA MODEL Page 2 of 4 ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: ? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ? Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ? Materials and equipment are installed in accordance with the manufacturer's installation instructions. ? Materials and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ? Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. ? Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ? Supply ducts in unconditioned attics or outside the building are insulated to R-8. ? Return ducts in unconditioned attics or outside the building are insulated to R-4. ? Supply ducts in unconditioned spaces are insulated to R-8. ? Return ducts in unconditioned spaces (except basements) must be insulated to R-2. ? Where exterior walls are used as plenums, the wall is insulated to R-8. ? Insulation is not required on return ducts in basements. Duct Construction: ? Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ? All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ? The HVAC system provides a means for balancing air and water systems. Temperature Controls: ? Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ? Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ? Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ? Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ? All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. THE ALLESSANDRIA MODEL Page 3 of 4 I ~ Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" - Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes . Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) THE ALLESSANDRIA MODEL Page 4 of 4 i 6145274476 H S STEVENSON PAGE 01-'~ ~1~.~.'-~ : L „ I;y.-LIhL _JF YILMh •"iw -..fb +Y1iM li.,yryw ~y,~Ly'•It ry•~M r1r~=,`j•14A - 1, 1 S= w~_,E~.„ ri as'.ki- ~ • _r,,,wc~+a'~'.',,,'' ry 4 -wwti.y~~ ~.^"°}-..u I i Load view Report _ I 56,710 107,348 1,436 2,354 2,354 6,448 50,288 6,422 I 3, 78 1,378 24x12 i I Building 831 1,3 780 29,427 4,458 33,B85 62,127 System 1 2,070 2,070 I 831 1,378 1,378 1-4x4 j AEC) Excursion 4,458 31,815 62,127 25 3,780 27,357 63 565 2,457 33 25 I Zone 1 273 502 898 12 2 2 1-4x4 42 33 75 43 43 1-4x4 1-Bedroom Ssmt 156 161 1.,015 10,287 138 163 1-8x7 j I 2-Bathroom Bsmt 380 854 4284 11,941 160 163 3-Mechanical Room 1,056 3,230 1,054 3,068 41 75 75 1-6x5 4-Recreati011 Bsmt 132 1,466 225 1,711 5,536 74 81 B1 1-6x5 j I 5=Foyer 1,615 408 2,023 16 41 41 1-4x4 619 109 928 1,176 18 18 1-4x4 I 6-G 64 arage Entrance 161 531 1,640 22 I 7-Laundry 40 354 177. 2,942 39 72 72 1-8x5 I 8-Guest Bedroom WIC 156 1,433 177 1,610 613 B 9 9 1-4x4 9-Guest Bedroom 72 176 54 230 448 2,618 3,750 50 109 109 1-6x5 ~ 10-Guest Bedroom Bath 208 2,170 2-66 j 11-Dining Room 611 5,975 8,072 108 270 4270 69 4-6x5 II 290 5,364 9,747 130 469 I 12-Kitchen 792 9,312 93B 10,250 13-Great Room 1111, 11 1:11, 1 2,fi68 20,860 1,964 22,824 45,221 605 977 977 16x12 ;Mgg System 2 565 565 AED Excursion 1,864 22,259 45,221 605 977 977 2,668 20,295 83 215 2,487 33 6 6 14x4 Zone 2 240 132 679 81 20 20 1-4x4 i 14-Recreation Bsmt 1,152 418 261 6,053 252 6,496 272 6,776 68 10,558 141 313 313 3-6x5 15-Crawl 2,781 37 153 153 1-8x7 1-17-3 Den Season 200 3,174 32 2 3,498 340 5,224 329 5,553 9,687 130 251 251 2-6x5 I 1 B-Master Bedroom 141 863 2,875 38 35 35 1-4x4 i 19-Walk in Closet 2 128 722 141 936 2,875 38 38 38 1-4x4 I 128 795 326 1,022 14 13 13 1-4x4 20--Walk in Closet 1 24 270 56 1 21-Half Bath 204 3,064 357 3,421 6,663 92 147 147 -8x7 i I 22-Master Bath I ;I I I I I ,I C:\Program Files\Elite\Rhvacw\Projects\GJT\Bracett 09:13 6145274476 H S STEVENSON PAGE 02 XXMIP! . iL'i a ,~y, y. ypti.~y,'- e~'^~: : 4 MI .M ~CU w11gA+aa J,n-, Total Buiidin Summa Loads - I i enable window, clear, 703 28,049 0 29,373 29,373 1 p-cv.o: Glazing-Double pane, op vinyl frame 126 3,089 0 1,146 1,146 11 N: Door-Polystyrene Core p 518 518 115A13-Ofcw-2: Wall-Basement, , framing with R-13 sill to 1073 5,353 floor In 2 x 4 cavity, filled core, no board insulation, plus Interior finish, wood studs, 2' floor depth D 0 115A13-Ofcw-6: Wall-Basement, framing ~~hinaR-1 3 ulatiosill nto 675 2,315 0 floor in 2 x 4 cavity, filled I plus interior finish, wood studs, 6' floor depth 236 5,947 0 766 766 I l 1580-0-2: Wall-Basement, , no insulation or framing, no interior finish, 2' floor depth 295 2,850 0 0 0 1580-0-6: Wall-Basement, , no insulation or framing, no i interior finish, 6' floor depth 352 2,243 0 689 689 12C-Dsw: Wall-Frame, R-13 insulation in 2 x 4 stud I cavity, no board insulation, siding finish, wood studs p 1,837 1,837 2370.5 11,283 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud i cavity, no board insulation, brick finish, wood studs 80 381 0 95 95 I 12E-0sw: Wall-Frame, R-19 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs p 5,103 5,103 I I 166-30: Roof/Ceiling-Under attic or knee wall, Vented 3190 7,147 I Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 1D49 1,983 0 0 0 121A-20-c: Floor-Basement, Concrete slab, any thickness, i 2 or more feet below grade, no insulation below floor, i carpet covering, shortest side of floor slab is 20' wide 2208 3,8~ 0 0 D .21A-24; Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 48D 4,023 0 862 862 19A Otp: Floor-Over enclosed unconditioned crawl space, i No insulation on exposed walls, sealed or vented space, passive, no floor insulation, file or vinyl 595 4,616 0 989 989 19A-Ocp: Floor-Over enclosed unconditioned crawl I I space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood 41,378 41,378 Subtotals for structure: 63,143 0 8 1,380 1,800 3,180 People: D 1,700 1,700 Equipment; I) 0 0 Lighting: p p 0 0 Ductwork 24,205 5,042 2,774 7,816 Infiltration: Winter CFM: 324, Summer CFM: 173 Ventilation: Winter CFM: 0, Summer CFM: 0 0 2,p 0 636 2,630 I I AED Excursion: 0 0 D Total Building Load Totals: 107,348 6,422 50,288 56,710 i 2,354 rM ran S4umlt: Total Building Suppy C 6,448 Square ft. Per Ton: 1.185 Square ft- of Room Area: volume (ft) of Cond. Space: 59,320 Air Turnover Rate (per hour): 2.4 Total Heating Required With Outside Air. 107,346 Btuh 107.348 MSH Total Sensible Gain: 50,288 Btuh 89 % Total Latent Gain: 6,422 Btuh 11 % Total Cooling Required With Outside Air. 56,710 Btuh 54.73 Tons (Based On Sensible + .44 Tons (Based On T7% Sensible Capacity) C:\Program Files\Elite\Rhvacw\Projects\GJT\Bracett Builders 09:13 6145274476 H S STEVENSON PAGE 03 _rtr,~_,~Nc~t_~- ,~+i'+3•: r'-aali-~',,-r...l:i..iiy`~~,3?~' n Lyint. I •~."~°Yy __irxr~; iy~w~ ~wm a i ' ~y ~~'u~ue--'_'."°~ rx.. `_"~^'~'MR AMM•IY~Y.LN'µ•WL~ n~ ~Y3k,f~.~ q '~r M TL n summary Loads cont'd L tal Buildi ( ) - i i j Calcuiations are based on 8th edition of ACCA Manual J. i Be lure to computed select a u it that masts both sensible and latent loads. may vary. I ~ I I I i l I I I i i i i I C;\Progrsm Files\Elite\Rhvacw\Projects\GJnBrecett Builders 09:13 6145274476 H S STEVENSON PAGE 04 • •I.r~'ar 1i , r~ ~+7:I.i.4 ,'+LLr%..•W~rIISEv.~}~'•:I. i"c _ .i M' ^ ~ • •.a ~•;T H. r - , 111yGy,,I•1++waiel,~p.ir r:Cr.l, .ll erg 7~l y.r~'riIL:iy- M ~ " IP•~MIMMA+IIryC MtlpM.~ICV w~.q CVJi,~jI~LLyM.~IC°4f1 +w~Y4s. M. 111V•'CLy,J•IMx .ACC 'Ya11M :MMYIULLM. Wrl]~M^L~M'_'YF•C.i•-L' 1•~ IVMwIY 1 I r~i„r'~"-w•"'a,~., a: ,uYis cola + .~J ' ma • Loads ~ ~rSystem-'1 Main Floor Su~_ _ - - ~ 0 16,030 16,030 1D-cv-o: Glazing-Double pane, operable window, clear, 412 16,440 vinyl frame 63 1,545 0 573 573 11 N: Door-Polystyrene Core 15A13-Ofcw-2: Wall-Basement, , framing with RA 3 sill to 341 1,689 0 157 157 floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 2' floor depth 455 1,560 0 0 0 15A13-Ofcw-6: Wall-Basement, , framing with R-13 sill to i floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 6' floor depth 236 5,947 0 766 766 1560-0-2: Wall-Basement, , no insulation or framing, no interior finish, 2' floor depth 295 2,850 0 0 0 1580-0-6: Wall-Basement, , no insulation or framing, no interior finish, 6' floor depth 352 2,243 A 669 669 i 12C-Osw, Wall-Frame, R-13 insulation in 2 x 4 stud cavity, no board insulation, siding finish, wood studs 964 12E-0bw: Wall-Frame, R-19 insulation in 2 x 6 stud 1244.5 5,924 0 9~ cavity, no board insulation, brick finish, wood studs l 12E-0sw: Wall-Frame, R-19 insulation in 2 x 6 stud 80 381 0 95 95 I cavity, no board insulation, siding finish, wood studs 1915 4,290 0 3,064 3,064 i 16B-30: Roof/Calling-Under attic or knee wall, Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 0 0 0 21A-20-c: Floor-Basement, Concrete slab, any thickness, 809 1,529 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 1056 1,848 0 D 0 21A 24: Floor-Basement, Concrete slab, any thickness, 2 i or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide i Subtotals for structure: 46,246 0 22,338 22,338 People: 5 1,150 1,500 2,650 0 1,700 1,700 Equipment: 0 0 0 Lighting: 0 0 0 0 Ductwork: 15,881 3,308 1,819 5,127 Infiltration: Winter CFM: 212, Summer CFM: 114 0 0 0 0 , Ventilation: Winter CFM: 0, Summer CFM: 0 0 p 2,070 2,070 AED Excursion: System 1 Main Floor Load Totals: 62,127 4,458 29,427 33,885 i supply CFM: 1,378 CFM Per Square ft_: 0.364 Square ft. of Room Area: 3,780 Square ft. Per Ton: 1.187 Volume (ft') of Cond. Space: 39,802 Air Turnover Rate (per hour): 2.1 fflMEMM==F4KME1M1;W11111N I'll I'll 11111~ 11 MEN e Air. 62,127 Btuh 62.127 MBH Total Heating Required With Outsid Total Sensible Gain: 29,427 Btuh 87 % Total Latent Gain: 4,458 Btuh 13 % Total Cooling Required With Outside Air: 33,665 to 2.82 Tons ased On Sensib e + Latent) 3.18 Tons (Based On 77% Sensible Capacity) I NOUN HOMMEN1111 Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. CAProgram File.;\Elite\Rhvacw\Projects\GJT\Bracett Builders 09:13 6145274476 H S STEVENSON PAGE 05 I{-' ~ ~ C~ i?w„~. L., *G:. • LYL'A j; f ~Y44:111ppp111 . I .-y of Main Floor Summa oadS __j ~~rs~em 2 Coo! o - 291 11,609 0 13,343 13,343 1D-cv-o: Glazing-Double pane, operable window, clear, ! vinyl frame 63 1,544 0 573 573 11 N: Door-Polystyrene Core 732 3,664 0 361 361 15A13-Ofcw-2: Wall-Basement, , framing with R-13 sill to floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 2' floor depth 220 755 0 0 0 II 15A13-0fcw-6: Wall-Basement, , framing with R-13 sill to floor in 2 x 4 cavity, filled core, no board insulation, I plus interior finish, wood studs, 6' floor depth 1126 5,359 0 873 E173 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud I ~ cavity, no board insulation, brick finish, wood studs 1275 2,857 0 2,039 2,039 16B-30: Roof/Ceiling-Under attic or knee wall, Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 240 454 0 0 0 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 0 p 0 21A 24: Floor-Basement, Concrete slab, any thickness, 2 1152 2,016 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide _ 480 4,023 0 862 862 i 19A-Otp; Floor-O ver enclosed unconditioned crawl space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, die or vinyl 595 4,616 0 989 989 19A-Ocp. Floor-Over enclosed unconditioned crawl i space, No insulation on exposed walls, sealed or vented space, passive. no floor insulation, carpet or hardwood 36,897 0 19,040 19,040 Subtotals for structure: 1 230 300 530 . People: 0 0 0 I Equipment: 0 0 O Lighting: p 0 0 ' Ductwork g~82 0 1734 955 2,689 Infiltration: Winter CFM: 111, Summer CFM: 60 0 0 p 0 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 565 563 I AED Excursion; i System 2 Copy of Main Floor Load Totals: 45,221 1,964 20,860 22,824 i Supply CFM: maNE1W CFM Per Square ft.: 0.366 Square ft. of Room Area: 2,668 Square ft. Per Ton: 1,182 Volume (ft2) of Cond. Space: 19,518 Air Turnover Rate (per hour): 3.0 IUMNNHM j Total Heating Required With Outside Air. 45,221 Btuh 45.221 Ml3H Total Sensible Gain: 20,860 Btuh 91 % Total Latent Gain: 1,964 Btuh 9 % Total Conlin gB,qulmd With outside Air: 22,824 Btuh 1.90 Tons (Based On Sensible + Latent) _ 2.26 Tons (Based On 77% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C;\Program Files\Elite\Rhvacw\Pr6jects\GJT\Bracett Builders 09:13 6145274476 H S STEVENSON PAGE 06 ?••t .YwYl.:ya,KL~.q, '~.'y,Y . ~F••~.Il~w'~1.iY•L~ 'L.ti4MMl. yq~'4'~49. by Ct - r~==-- a Load Procedure for Rooms- t 1, Zone 1 Summary Loads (Avera~r ~S tem 412 16,440 D 16,030 16,030 operable window, clear, 1D-cv-0: Glazing-Double pane, 0 573 573 I frame 63 1,546 0 157 157 1IN : Door-Polystyrene Core 341 1,689 V framing with R-13 silt to I 115A13-Ofcw-2: Wall-Basement, , floor in 2 x 4 cavity, filled core, no board insulation, 0 0 plus interior finish, wood studs, 2' floor depth 455 1,560 0 15A13-Ofcw-6: Wall-Basement, , framing with R-13 sill to i floor in 2 x 4 cavity, filled core, :no board insulation, 766 766 plus interior finish, wood studs, 6' floor depth 236 5,947 0 15B0-0-2: Wall-Basement, , no insulation or framing, no 0 0 0 interior finish, 2' floor depth 295 2,850 15Ba0-6: Wall-Basement, , no insulation or framing, no 689 688 interior finish, 6' floor depth 352 2,243 D 12C-08w: Wall-Frame, R-13 insulation in 2 x 4 stud 964 cavity, no board insulation, siding finish, wood studs 1244.5 5,924 0 964 l 12E-Obw: Wall-Frame, R49 insulation in 2 x 6 stud 95 I cavity, no board insulation, brick finish, wood studs 3B1 0 95 12E-0sw: Wall-Frame, R-19 insulation in 2 x 6 stud BO wood studs 0 3064 3,064 I cavity, no board insulation, siding finish, 1915 4,290 168-30: Roof/Ceiling-Under attic or kneShingles or I Attic, No Radiant Barrier, Dark Asphalt Dark Metal, Tar and Gravel or Membrane, R-30 I insulation 609 1,529 0 0 0 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 1056 1,648 0 0 0 . 21A-24: Floor-Basement, Concrete slab, any thickness, 2 I or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 22,338 22,338 Subtotals for structure: 46,246 0 5 1,150 1,500 2,650 I People: 0 1,700 1,700 • Equipment: I Lighting: 0 0 0 Ductwork: p p 0 0 I 15,881 3,308 1,819 5,127 Infiltration: Winter CFM: 2121 Summer CFM: 114 12,127 4,458 21,357 31,815 System 1, Zone 1 Load Totals: I CFM Per Square ft: 0.364 Supply GFM: 9 7B0 Square ft. Per Ton, 1,255 Square f(fft') ) of Room Cond. Area: Space: 39,802 Air Turnover Rate (per hour): 2.1 Volume ( • 62,127 Btuh 62.127 MBH Total Heating Required: Total Sensible Gain: 27,357 Btuh B6 % Total Latent Gain: 4,458 Btuh 14 % Total Cooling Required: 31,815 Btuh 2.65 Tons (Based On Sensible + Latent) _ 3.01 Tons Based On 77% Sensible Capacity) MEW Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. CAProgram Files\Elite\Rhvacw\Projects\GJT\Bracett Builders 09:13 6145274476, H S STEVENSON PAGE 07 . ,u,Lj; ~ -w~,rtY~'.L~yV:..... u1~Yr.~.vs L-•,L, -~V. .4~ • iLp~.4,c:p tC •t: 1~.., 4.v` 1- .Y3•LL .~iL~~W9+M1.MW.1 ~'Ti1ti- JYW.IYWMIh.i4y 1~y,1 r~YL"~..'Ciw•W~-.-'~JSiY r~'LL~yy Y.YJ.Y" I - - • _ ~,i • L~`•. L'A ~C. , y it" 1 ~ \'~K" l .•11L1.Y:.:.iM= ".....r .w . - - L L.• C . •JL- . `r' ~ re for Rooms) ? a a Load Procedu - Vary Load (Avers 2 Sum ~ I' system I - 291 11,609 D 13,343 13,343 i 1D-cv-o: Glazing-Double pane, operable window, clear, 573 573 vinyl frame 63 1.544 D rene Core 732 3,664 0 361 361 ~I 11 N: Door-Polysty 15A'13-Ofcw-2: Wall-Basement, , framing with R-13 sill to floor in 2 x 4 cavity, filled core, no board insulation, 0 0 1 plus interior finish, wood studs, T floor depth 220 755 0 15A'13-Dfcw-6: Wall-Basement' ,framing with R-13 sill to floor in 2 x 4 cavity, filled core, no board insulation, 873 873 plus interior finish, wood studs, 6' floor depth 1128 5,359 0 Ii 12.E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 2,039 I cavity, no board insulation, brick finish, wood studs 1275 2,857 0 2,039 i 16B-30: Roof/Ceiling-Under attic or knee wall, Vented Attic, No Radiant. Barrier, Dario Asphalt Shingles or i Dark Metal, Tar and Gravel or Membrane. R-30 insulation 240 454 0 0 0 i 21A-2D-c: Floor-Basement, Concrete slab, any thickness, I 2 or more feet below grade, no insulation below floor, 0 0 carpet covering, shortest side of floor stab is 20' wide 1152 2 016 0 ' 21A-24- Floor-Basement, Concrete stab, any thickness, 2 I or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 480 q 023 0 862 662 19A Dtp: Floor-Over enclosed unconditioned crawl space. No insulation on exposed walls, sealed or vented space, passive, no floor insulation, file or vinyl I 595 4,6'16 0 989 989 19A-Ocp: Floor-Over enclosed unconditioned crawl space. No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or I hardwood 36,697 0 19,D40 19,040 Subtotals for structure: People: 1 230 300 530 i I Equipment: p 0 O 0 0 0 i Lighting: 0 0 0 0' Ductwork 5 2,689 Infiltration: Winter CFM: 111, Summer CFM: 60 845,,221324 11,,734 964 20, 95955 22,259 I System 2, Zone 2 Load Totals: - REM R 977 CFM Per Square ft : 0.366 Upply Sqquare ft. of Room Area: I Suar CFM: 2,668 Square ft. Per Ton: 1,207 Volume (ft) of Cond. Space: 19,518 Air Turnover Rate (per hour): 3.0 ' ISO= Total Heating Required: 45,221 Btuh 45.221 MBH Total Sensible Gain: 20,295 Btuh 91 % Total Latent Gain: 1,964 Btuh 9 % Total Cooling Required: 22,259 Btuh 1.85 Tons (Based On Sensible + Latent) 221 Tons (Based On 77% Sensible Capacity) Calculations are based on Bth edition of ACCA Manual J. I All computed results are estimates as building use and weather may vary' Be sure to select a unit that meets both sensible and latent loads. CAProgram Files\EHte\Rhvacw\Projeats\GJT\B{aaett Builders `09:13 6145274476 H S STEVENSON PAGE 06 ,mow • • I - _ ~ K-i i ^ W - I.Y.w • x xe.x.Yx fix. K n _..x Ww~~llw:wxra~ n 1 W.xsryT I - _ ~.vxrwa:S - 1 Room LoadrSummary - I : I ---Zone 1- 273 2,457 33 1-4x4 290 502 63 25 25 1 Bedroom Bsmt 12 1-4x4 24 42 33 2 2 I 2 Bathroom B5mt 156 698 161 43 43 3 Mechanical Room 380 10,287 138 1-4x4 493 854 1-8x7 466 3,230 1, 1675 3 175 I 4 Recreation Bsmt 1,056 11,941 160 381 5 Foyer 132 , 3,068 41 1-6x5 1,486 2 225 25 1 81 6 Garage Entrance 161 5,536 74 1-6x5 414 1,615 408 8 81 81 7 Laundry 64 1,176 16 1-40 473 819 109 41 41 8 Guest Bedroom 40 1,640 22 1-4x4 204 354 177 18 18 WIC room 156 2,942 39 1-6x5 368 1o 0 Guest Bedroom 72 1,433 177 72 79 I Guest Bed 613 B 1-4x4 102 176 54 9 l Bath 11 Dining Room 206 3,750 50 1-6x5 557 2,170 448 109 109 12 Kitchen 290 8,072 108 2"8x5 5688 5,364 611 270 270 97 9,312 938 469 489 13 Great Roorn 792 91747 130 4-6x5 2,070 AED Excursion 299.,427 j 4,458 1,376 1,378 i 427 System 1 total 3,780 62,127 831 System 1 Main Trunk Size: 24x12 in. Velocity: 760 ft./min I Loss per-100-ft.: 0.047 in.wg ONE= i NMI - 4,458 33,885 I Net Required: 2.82 87%/13% 29,427 29,427 8,790 38,217 I 77%/23% Recommended: 3.18 I I yC.\Program Files\Elite\Rhvacw\Projects\GJT1Bracett Builders 99:13 6145274476 H S STEVENSON PAGE 09 11'-~~11,W M. ~"ti•r 11L'L'i~.L'.1.'L'.L "'I:. u - ..y•:~,r?'~ IL+ryY]v.'4!. 'C i~~.l:l.-~:. :.J..M.Wwr.-....-....u"' I WL•~ CWACl' +~.4rn.sMM 1 ~ >~N::i~FC ry W ,mow. •Y - ife y r,: ~t P ` ...i~~ • ~ - .w~7 ,M~Sim• ~iY icir-4.4^-Lt• pW S n 2 R m o arY J I Lam..---....~..--•- I -Zone 2--- 33 14x4 73 132 83 6 6 14 Recreation Bsmt 240 2,487 61 1-4x4 230 418 261 20 20 I 15 Crawl 1,152 6,053 313 313 16 3 Season 252 10,558 430 141 3-6x5 531 6,496 32 153 153 174 17 Den 200 2,781 37 1-8x7 329 251 251 18 Master Bedroom 340 9,687 130 2-6x5 640 5.224 141 35 35 19 Walk In Closet 2 128 2,875 38 1-4x4 398 722 141 141 38 38 I I 128 2,875 38 14x4 438 795 13 24 1,022 14 1-4x4 149 270 56 13 13 21 Half Bath 2p 22 Walk Master In Bath Closet 1 204 6,883 92 1-8x7 422 3.064 357 147 147 565 AED Excursion 20,860 1,964 977 977 I System 2 total 2,668 45,221 605 I System 2 Main Trunk Size: 1602 in. I velocity: 796 ft.lmin I Loss per 100 ft.: 0.060 in.wg I - 20,860 1.90 1,964 22,624 0 20,860 6,231 27,091 I Net Required: 770/a/23% Recommended: 2.26 I I I I I I i I ~ I I I C:\Progrem Piies\Ei'ite\Rhvam,\Projects\GJT\Bracett Builders Dec. 23, 2C0 6 2:52PVI Schoch Associates No. 3267 P. 1 S C H O C H A S- S O- C I - A T E S 18 S. High St., Dublin OH 0,3017 614.764.9400 • 614.761.12og FAX TRANSMITTAL DATE: 12-28-06 TO: Rod Durbin - City of Dublin Reviewer FAX: 614/718.4346 PAGES: 4 FROM: Brad Schoch RE: Deck Framing Lot 61 Rod, Per our conversation, the following three pages indicate the additional column we will drop to reduce the span of the (2) 2 x 12 beam to roughly 1o'-o". Thanks again for you help. regards, Brad Schoch 630 W. WEBSTER CHICAGO. IL. • 6o614 PH. 773.325.9300 FAX 773.325.9302 'No. 3267 Dec. 28. 2000 2'5 2PI Schoch & Associates: i P. 4 i•I~,d ~I; 11.1i,j-~,~_,, . t ll ~ U1111J111u111J.wJL+' .sc_ I I I 1.,. _ i . • ,.,y ; ~'r,-'' all>'~I J , J. 11i , ;1 j I j n ' 77-FT ~I Il J' ' 14 I ii .1 I o L..a.•_ • ~ ~ I f I If' ~ (....'•C"l~~h J1iL'' l 1 elk I ~i JII; ; I .__r 1 , nl -FF 'Fill 1: f ~ l! - 17 I , I Ili i 1 ..~lltt \(a r s y 1 S 1 '1 I 2 } I .,I , No s Z U $ ~ O O ~ u ul ~ o Ct Q N W Q IL Z ~ NZ W 0 W 0 Dec.23. 2CC6 2:52PV Schoch & Associates No.3267 P. 3 N I I I I9 3 I ! I I r` I ~s I _J I L---------------------- . I ' I N I I I I I GO I ti ~ I ~ ~D rL.~ I ! ' a I I ~ ~ I I i IL I I .,E-,1 _ 1 ° N lflWt} h40 z v Q 14 Dec. 28. 2CO6 2:52PVi Schoch & Associates No, 3261 P. 2 - - - - - - - - - - - - - - J 1 - - - - - - - - - - - - - - I b'/£ - - - -7/11 u8//. It X_wty/O I (Z) - - - - IIVM 0.11109 - N39091 Zl X Z 1 _ J~ - - - - - - - - - - - - - _ - - - -N 11 V - - - - - - 'D'o 11910 91,5101 - - - NO34 26 X 2 43a.vK L III (0 + w ~?X ----III t_N - - _ - _ - - Nbd541W1d'~21a -1 Th N II r irlda..s r - - - - - - - - - t - _ - - - - - - - - - - - N 1 w.i - - - - - - - - - - - - - I G ~d _ _ _ _ __fill] ON~ p~z N =z 030 < (S)~ 00 dz o~ ~m PERMIT NUMBER: CITE' OF DUBLIN 06-;01596 DIVISION OF ENGINEERING CITY OF I)UBL1N RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision; d Lot Number: 1 Reviewer, Address: 1 71 D 7- C1bJ b;:; Z fiqtL 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 elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review, if No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path, S A distance is shown from the front of the garage (for afront-loaded garage) or at the street side edge of the apron (for a side•Ioaded 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 fine and 6 feet from a fire hydrant. 9 Side yards do not exceed 3;1 slopes, !0 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 ofservice 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 fawn size is shown and labeled as 7 feet, 22 100-year Floodplain, Fioodway, and Floodway -I0 feet is shown and labeled G I FEMA FIRM Map Number; 0) .5 Effective Date; 02, ) -7- 1 23 Erosion control is shown, labeled and matches the approved construction drawings , 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking zone" along street frontage is shown, labeled and matches the recorded Final Plat V 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front. door faces. Comments: 411 u K;k. 3 REVIEW RESULTS: 0 APPROVED 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. 2/16/2006 tJ•1 Fn ninnrrr n vl All l .i(-Y1 FTI! :AN1l f) ! Q rlnr I~~liGr~ TO APPLIC-ANT SEPAII=1I E D'^ NERrC!UIC A AND A! SSOCIATIfIN REVIEW ~ 5L "ITS I,E REOIIIRED BY Dc'ED U ? CID, PLIA.IJCE ; II L. 'PL IG, E RESTRICT ,+E r,0NVE,,!ANTS 0'-U) lESII1ICT@Nll REQUIRED by ITTLE. Q f I VVV ' -o 'u'nY''n\yV 1 ~ ~ _ O L Screen All 'Mechanical tini$S 1 FROM PUBLIC. R.O.W. ! f ! CALL PLANNING DIVISION i , U I ~ EVERGREEN LANDSCAPING I Q ' AROUND A/C UNITS I NO PARKING 1561DF-OF 3 A/C UNIT MIN. 3'-6"FROM STREET~UPN HOUSE 'n I PROPERTY LINE ll • CONSTRUC- 10 _120.001 9714 ' a: 972.19' r 971. 0' woQ r RAN r RUN-0~ FFFLOW 97 .8' 970.3_ - a/4°osERVICE gal rjj I FMa 66.70' 68. 5' 970.8' 971.9' I wATERUNE o 25.67' , I IJ 10.00 ! 46.0' 8., i 2 I I~ p i 1: _0„ / n t 7" EVC GARAGEFLOOP c o I R.O.W. 5'50ILDINGLI N ; c~ A7: 975.7 I EASEMENT 971.96' / U z ONE STORY F RA E 2 CAR GARAGE` £ ' NO PARKING T SIDE OF Al w RESIDENCE 9] p1 STREET DURIN OUSE A O W aooi 4 25.67' CONSTRUCTION / 0 I-p * I I 1'SIDEWALK = 12 \ FlRSTFLOOR 975.60 ma EASEMENT AT: 977,39 FINISH EASEMENT u 1' GRADE A 19'-10' W ' BASEMENT FLCOP % SEWER 5ERVIC INE y ~G Lr ( 1.0' AT'. 967.7 975 m 97 .0 E.0.5, ELEVAT N 962.0 971.60 111 NEAR I l9 9 0 YARD T.O.B. yEWER SERVICE ¢ACK~ A7.97621 G Y ¢c ' NEW M HOL T.C. 9 1.9' CIO E WAL -our; LANDSCAPE DRIVEWAY6~q \ Q 971.67 CPA 5. AT, Platectinn Fend:. 967. 2 27.33' 16.5' 974.24' i A ~0 Y~ E~ a 1 ~ •,7„ O'T.C. 71.58' MUST BE INSTALLED AND twt0TE4` ~I ! y PRIOA ID 51 AA10F ANY CONSTAUCTI D INSFEO1l1. m T CALL PANNING DIVISION FOR 1 ! I~~~I~~ II~~i~ 33' UN-OFFFALON/ % 1.60' ~ ~ L pwDQ 969. i a 97 i' T.G. 97 I Q 966.8 RUNS--OFF FLOW I 2 4 C97 .00 : 966.3' ~ 96 965.00 W % O~' (2) REQUIRED FRONT 51 103-72.' I YARD TREES - TO MATCH STREET TREE5-TYP. o-a^=-mm•°• - ON. SI HEREBY CERTIFY THAT TtiE EP RIDE ELEVATIONS SHOWN ON ;WI ro PR1 PMi]T Bikepath/Sidewalk Required E IJIWOh REVP[RMIT THIS PLOT PLAN ARETHE 9TENFORMA DN. GENERAL5ITENOTES, , FEMAFLOODZONE: X S CALL INSPECTION LINE I0 ON v i PANEL 39080801508 SCHEDOIE INSFEC•, RESULT OF AN "AS BUILT" SURVEY DATED: 09-27-91 1.)DRIVEWAYSLOPE SHALL NOTEXCEDD B%ASMEASUREDFROMSTREET SIDEEDGE OFTHEAPRONTOTHEREAREDGE OFTHE PEDE5TRAIN WALKWAY. OT CLEARANCE SHALL BE PROVIDED BETWEEN THE FLOOR SLAB ELEVATION OF THER BASEMENT 4 2J A MINIMUM ONE FO AND THE OUTSIDE TOP ELEVATION OF THE SANITARY 5EWER LATERALA7 THE FOUNDATION KF(LLEDACGORDINGTO , n - r 0" w' ? ° 11 PERFORMED Oil LOTGOVE"GE: 3,) ALL UTILITY TRENCHES UNDERPAVEDSURFACESANDWITHINRIGHT-OF-WAY SHALL BEBAC ' I - LOTSIZE, .194A c.=8,450sq.ft CITY OF COLUMBU51TEM912,COMPACTEDGRANULAR BACKFILL,ORITEM304,AGGREA.GATEBASE ":T• ' 4.) TREE PROTECTION AND 501L EROSION SHALL BE MAINTAINED DURING CONSTRUCTION. tf ) 1 5 • HOUSE: 3,712sgft. 5,)TRASHANDDEBRISA550CIATEDWITH CONSTRUCTION OFALL5TRUCTURE5MUST BECONTAINEDONTHE Street Trees-Required JAN 29, 2007 DRIVEWAY; 800 SO-ft- CONSTRUCTION SITE INA 5TAO-EAND 5ECURE ENCLOSURE NO OMALLER THAN 10 CUBICYARDS ATALL TIMES LATED VEHICLES AT ALL CALL CITY FORE TER BEFORE • IT1111! CK: 258 sq. ft. 0.) S JREETS SHALL 15E KEPT CLEAN AND FREE OF MUD AND DEBRI5 FROM CONSTRUCTION RE q A 7.)BUILDINGMATERIALS, DUMP5TER5,PORT-A-JOHNS,ETC. MUST BEKEPTONTHEJOBSITEANDNOTLOCATEDINTHE ORDER AND INSTALLATION , • 6 ,l PA~~ 700': 1 8 s . ft. I URVEYUftOftBUILDER 51UNatURE DATE TOTAL: 4,978sgft. STREET I 58.9% ~ I ZONING CUMPLIANCE 0 EN(WF,RINGCOMPHANCE t~, City of Dablin SITE PLAN APPROVED AS NOTED i 1° _ 20'-0° ~pp o~ 30'01 I:.'I K U F a ~1 I I---------------------------------r- - ' < - I 0 CONTIN. 8" DP. x 16" WIDE THICKEN SLAB W/(2) #4 I ; I m ' I CONTIN. REBAR - CNTR'D < I I BELOW STUD BEAR'G WALL I <; I N ' N I I I I - r J L I 3 I I I I I I I L-- u Q I I I N I ':;i':f °;::i u Z ----I - W----- - ------------I W o I I I c L.------------------------- I I r-- - j:: -------j Y I Qz 1 I it + 0 a Y 3'- 6"x,3'- 6 x 12I THICK CONC. PAD 1. -'k I I w/(4) #5 REBAR IN EACH DIRECTION y I to Yj, LINE OF DECK 'DOVE I I 1''i I I ° 1 I I - I i i . i t~ J ~3 1 I Q T C: I 'r COPYRIGHT PTA 1 I I a 1~ry' ! {(J REVISION GOV. GOv I L IW'JUG PRICING 15" o 5ONOTUBE 1 f 1 (vi PERMIT MIN. 36" DEEP ; Q' 1'-2" I 12118/06 REV PERMIT 10F 4 _ ( ) I r •``5 1r1107 R6v etRMlr (9 I m 1 1=' L--------------------------------- N - - - '~i• ~ uDAAWN BY LATE: 8=8 2:r6,L I InN29,2o07 2 I I-0" I- it I 11 41. m 1O 16-6 '1 PACE* I I m . PARTIAL FOUNDATION PLAN I - ~ ~/411 _ 11.011 . n v v Y 'J{ 15 14 HW2 • ~ 12 11 ...I... . ~ ......980 . .......................960 I I ~~t1 . TC . . ~ :Prop. Grod~ ...I... .,9~i:38... ~1 ~ ~ ~ . S~ Prop....Grode....... ~ Calobrio I oce ~ Tu 'any bn`ve EXc d roan . . ,.f .i.. ` , ...........................................970,....9 //~j . ...50 . ~ _ ~ _ ~ .t~~ . ~ 1 2 . 40 61 l.F. N ~'~ti 1"; ~~1~.~'~ ~ • 8" W.M 8" W.rN . ~ .......E ~ • N 1?» ?~f.i~V'B ?.jt7 s1. 96,3.:0 - 1' . c;i ~ ~ 26 D V. . N ql . ~ ~ 940 2~ • Q. o ~F 1 ~ . RcP~r e :San. ~ • }pe C ....................®..~60 ~ . ? ~ ~ ...26.06 959.6E 5' x ' x 18' ~ ~ ~ . 8" Son. I I ~ ` ~ 957.5E ~ ~ ~ ~ ~ ~ ~ 8" Snn. ~ ~ 93 I 8 ~t I 0~ . I i~ I . . 95 0 , ......................Q....~~ . . . I. • I , ..1 ...........1.............................. 't'i» x~ ,W .g a ® ~ U r' ~ GENERAL NOTES; ?2 ~ . o~~ A. All work shall comply with the Residential Code of Ohio for One-, Two- and Three-Family Dwellings 2004, and the National Board of Fire Underwriters Code. • U o B. All Necessary permits, licenses, tests, certificates, etc. shall be obtained and paid for by the contractor. C. All Materials furnished under this contract shall be new unless otherwise called for. D. All work shall be guaranteed against defective material and workmanship for a period of one (1) year x .x after completion and acceptance. The contractor shall repair or replace at their own expense when . ordered to do so, all work that may develop defects in material or workmanship within said period of time. E. The General Contractor and each Sub-Contractor shall be res onsible for checkin existin conditions SITE KLAN; p 9 g at the job site before submitting proposal. Submission of proposal shall be taken as evidence that such inspections have been made. Claims for extra compensation for work that could not have been foreseen by such inspection, whether shown on contract documents or not, shall not be accepted or paid. F. Patching of floors, walls, ceiling, colulrlns, base, etc. necessitated by construction or demolition shall • 4 be of materials and finish to match existing. Verify at job site. i I G. Contractors shall dispose of all debris resulting from demolition or execution of their work. Usable items I ~ of value removed, but not to be reused, shall be the property of the Owner and returned to the Owner's 3 stock unless and until the Owner waives claim in which case items shall become the ro ert of p p Y Contractor and disposal of such items will be their responsiblity. ~ ' H. Insurance shall be provided by various contractors in accordance with industry standards and I I I~ I I presented to Owner. I , I• f~ . I. The General Contractor and each Sub-Contractor shall be reponsible for checking all dimensions and I I I , a::; conditions at the 'ob site before fabricatin an materials and re ort an discre ancies to the Architect. I J g Y p Y p I Z J. All work shall be of first class workmanship (in accordance with trade standards). I K. While construction is in ro ress the Contractor shall rotect an occu ied areas from dust and debris. I p 9 P Y p I EVERGREEN LANDSCAPING Existing floor covering, or new floor covering which may have to be installed before all general work is I AROUND A/C UNITS com leted shall be rotected from dust aint and debris. I ~ - AIC UNIT MI " p p , p I N. 3 6 FROM I, , W ~ ~ L. Contractor shall be res onsible for ade uatel bracin and protectin all work Burin construction I PROPERTY LIN p q Y 9 g g E I I q„•. NO PARKING T 15 SIDE OF ~ ~ Ila i i n misali nmen rdin to licable cod I ~ I against damage, breakage, co pse, d stort o and g t, acco g app es, I I = STREET dtJ~.IN HOUSE standards and good practice. I I CONSTRl1~1`IO ~ ~ 3 X70, C7' ` I i` 4ypryp~[y ,ge~y,.^+q, M. The Architect shall not have control or charge of, and shall not be responsible for the construction _ D W.N ! +G.ro n ~L..w 0.w' 8 . ~ ,...,......,4d d a 9 d? t g ~ r r cauti I ~ RAN - - _ means, methods, techniques, sequences or procedures, or fo safety p e ons and programs in I ~ FMR, I b RUN-OFF FLOW , `7th, connection with the work, or for acts and omissions of the Contractor, Sub-Contractor or any other .7G ~ ~ 7 . . I w~_ . W......~.~~..~.W.....~..._.W.•...W...u ...u ,,.p...,...,............N..... ...N,.. Y.. A.,. .w..~m..w....,,...~W..,.,........,,....5......us .u:~..:nL.,....,_ .........a+.......~. ~ ~ ' ~ . ~..py .,,......w.... " S~ I •A .>G..~w' persons performing any of the work. I ~~~~~~~-~~~-.1..~.. ' ~ w 3/4"aSERV1CE ..W....... ~"...W..... Z K ~~a w.,. .W .,..dot.., a U N. It is the express intent of the parties hereto that the Architect is absolved from any liabiltiy whatsoever I ~ ~ - I r i 46.0 - A o ~ } ~s I ~ ; ~ WATER LINE W 4 25.67' I I fi Q occasioned by Contractor's failure to carry out the work in accordance with the contract documents. I 2z.o N R Car-~ c l ~ Q F' O 0. Dimensions: I ' :i I ~ s E . -All Dimensions shall have reference over scale p ~ • I .....7"-0".... ~s~ 1 ~ ~ z -Do not scale from blueprints I -All dimensions are to stud face unless otherwise noted I 0 ~ ; j ` T B/C ti; I 2,0' , -All dimensions shall be verified in the field before roceedin with the work. I ' GARAGE FL0012 ? I to ~ r~l W ~ ' p g -Architect shall be notified of an errors or omissions for correction before ~~7~,:; I Q A7: 975,7 ~ ~ ~ I ' , ~•0•W 5' BUILDING LI ~ f (j) $ a' ~ ? proceeding with the work and during progess of project. r."k-~;<'~?°~n=<„ I o I N I EASEMENt ~jj, ® ~ ~ P. All symbols and abbreviations used on the drawings are considered to be construction standards. If tha >~~~~:<;>W~~-;<<:> ;p ~ 2 CAR GARAGE o ~ I ~ ~ ° a Contactor has uesitons re ardin abbreviatons or their exact meanin the Architect shall be <<'~~'><<:<~~ ~:<:~<:[>;::>~::r»: ~ 22,0 _ ratification. I z.o notified for c <p;,<:;.~..,; , , ~ I I ~ ~ x Q Q ~ I ' NO 1'AIZKING T S SIDE OF ~ 2 ~ v> t..,...... FIRST FLOOR ;tip^`'L":': r'..:. 25.67' ~ I STREET DURIN HOUSE r\ - N ~ CONSTlZUCTION V ~ a ;,.~f;.. i.;, ~..::.'',.~~i::;c,'ff;~~,"`'` I AT. 977.39 - C : e[[<f >is','FS r~r °,,I ~ 01 FINIiJ I~I R ~ , J:. I C~ ~ II ~ ~ ~1 1' SIDEWALK ~ ~ ~ ~ SHEE r r f [ ^r ~ I I BASEMENT FLOOR GRADE Al~~^ ` , f : [ ~Y,.1 d.A n 90'-~O,t 0 ~'1 ~ EASEMENT s~ ~ ~ ,f.. . x:x~.> :::."`.i~;, ~ ~ 1.0 AT.967,7 7., :..975;7 { .:s...[.i:;,,. REAR I ;~h;: ;::~[<,,:f.:::i: i YARD ' ' A 000 SITE PLAN,TITLE, SHEET INDEX, GENERAL & FINISH NOTES, ~ ''~3•"t'" ' , " t~~ SEWEtz SEIZVICtiNE ~ Q - , ;~:>>;=gym>::~;y<:s'«;' ETaACK~ ~<:,;:~;;a<:€<;~°<~:<::::{':. , SEWER5EI2VICE LINE' . . ~ ,1 E.O.S. ELEVATrION 960.0 Cf ~ U _::::<ras'.', i , AT. 976,21 RNL ;f~' ...;:.~6i : N c E.0 5 ELEVATI N 963.6 ,3.67,~.~..... ,~a ..W.,....~ .~.......~u...a.. ,.~......~..,.w.. u.~..... ....~.....~.u. .,~..u....w.... ~ ~ ~ w~a,. wu.~u., y~;~..~~,. . . ~...............~n...,w.,...~........,~~...w..,,.~... 0 ~f;:::;::~t'•::r<::W; ~<< WAL -OUT ...~.....w.....~:..~v....u......~u...~. ....w.. OO LAN LANDS . ri,; ~ CAPE A 1 FOUNDATION P N f. r[: ' G RA EAT, .w DRIVEUVAY o ~ qq e~ A• 1 1 BASEMENT FR~~MING PLAN ` <f.. Y <,.~r>> ' 165 27.33' t A• 1 2 FIRST FLOOR FRAMING ALAN ~r~t°::~.fa~. ~ t.:I r : , [ 0 ~ n.:. . n~•:•. ' t , .,.CkFZ: ,.c:0;; ...r . i•.., I a;,,::9::...,f~::, •::mow A 1 3 RS OOR CONSTRUCTION LAN :.:i .:..f.::. f<.:y::.::. F«:.~. ~';;.5 .w.:.... 5~<r l11 - a~ 0 F T'.~. ~1,~f o I d'ri. f:!:N.. n r • F 0 A 1 4 R00 C NSTRUCTION PLANS , 4f 0 COPYRIGHT ' 1, . I f r • %is,~Xk':':::',f.;ttRVii Iii t [,r, i ..C[~' 7. I ~ ' ~ ~ ~ . ' ~ ~ X2006 SCHOCH ASSOCIATES INC, . ~;i'<. T:+¢i~~ , t; . +:.i.: I ..~:f;:~ 1. 33 :x,45 r2:::..:r;,.::... A1L RIGHTS RESERVED , A2 1 NORTH & SOUTH EL ATIONS a:. I , o EV r"• f€ I 'a' t ~~0 ~ !a"~~A~ ~ ~ ~ ~ All designs, descriptions, s cificaUons, U~iOli ~ ~ ~ ~ ~,o ~ / ~ : p and drawings are the pro P~~Y of ..c. .r, ~ ii?~ i': ,.i! N .0 .:n.. I T EL ATI NS A FAS & ST 0 22 y~ ~ a'"'~ ~ . ' ' ~ ~ W~,,,,w~"!~`a~ Schoch Associates, Inc. Any r2production Ord' ~ \ ~ d a \ ~.v g Q ® ~ ~ of this daument or desi ns an ideas - -o - ~ ~ ~ contained within,isadirectviola'onof ' g~ f ,d`' I I.S mpytyr ht anA nat~ ' - : A•2 3 COURTYARD ELEVATIONS , Q. ,,>;:'.:,,<<<~;~- I ~ RUN-OFF FLOW e Q n f ~ w:; k ~,,,6s, •"~f v~ Drawin are not to be scaled. ^ ~ ,,ry ~ _ Drawings may have been reprodu at „F„~ a „p' ~ , a scale other than noted. i::5,:isii:!lyrfS;;~4~:'?>;•'.•:2~i?~ I $ , . W .f~ I 41A oCR- W,,, A~3 1 BUILDING SECTIONS I , :i4~l;;f.;:,, ii:i;: kfi.: . A 3 2 BUILDING SECTION ,.z<,i`>`'. .yo[?>:,,; ' w p~0~~' ~ ~ ~ 3 ~ ~ • REVISION . A 3 3 TYP ALL SECTION STAIR DIAGRAM = t~::~~:;-~:#.:.'C<% .k< r~[`:R: ;•~ksc,:t: 66..1.: tf~ a+' 0 ~ ~ ~ y~y~ ~,r ~ (2) REQUIRED FRONT `~'I~_a 10/2/O6 PRICING `ct; < i ~ jai,+. i ~ ~ YARD TREES - TO MATCH A 3 4 DOW, DOOR, LIGHT & NT SCHEDULES .:<,~a<;:~_: 0 WIN VE ; • <:;,~[,~:~;f, f~f"...a%4C<::i~iii' 2t:i!ig:.., + ~ ~i~,~\' ~ ~,x` ~ ~ ~ ~ STREET TREES - TYp. ~ 10/13/06 PERMIT `':?'qf. ~fi:e^, YX'liie ~;f'ti.dr;.:?::a4Y:: :~;'8::. ».~?,..r. • ...~;f"ii'''i:":`' "~i ;,r[::"` a. ad° a ~ i~~~ 1° ~ l T"~ 12/18/06 REV PERMIT 'ff''[;'4'i:i: ('~5:::; ~d.6'J.::tri<+~ro'.iiK::u: ~ffi~^.7!:::9.'§r;::ftt:::i~ t:I i''i;::: 3 i~:n;~fi;'i22S;[v:do. rQ~ ..1~,..1.:[..;:.w;.:.;::;i':: [c,:.;:::~?[:.; f.n.... . E~ 1 BASEMENT LIGHT & AO R PLAN ~ 3[r.< < (C<i rti<> ~ ~ [ x [ r 4 f ~ n F 00 WE , . r.. L;u:: ,~:.¢ig:r.•C..::.: nqe;:.:':.,;,•;.. ....:tw......3..,.::U.:a<,_+:.:S::r (i:;:»,: S.n~:°;;.r.'>;. ,;.,.,,~..n,m.,,:..,y».:.., L.... :.p. . ,.:,Y,: . o .o,~'a ,n rf S`o'S oY. [ f'4; y f,'V°i 4f! h. v -pq [Ti, ~~f.[ o o,,,,x., o[ S < ~ >f . S - f ~ i f ' r 7 0.r [ ro, ->R, ~ ~ 4 ~r i~ k a N ~,,.w ....M ............w.w ww~ w~.w. E~101 FIRST FLOOR LIGHT POWER P .,i..: ~..t z ~ ~ Rai [ , r[~ ~ ~ ....:..,:~.....f[.~...~t::.F.~::x,;..;~;;.`a:.°s.~ hi 4 i.......:.k::::: . 51tE INF012MAtI0N: G~N~12AL 51T~ NOTES: G~ \„Y FEMA FLOOD ZONE: X a A3 PANEL 39080801508 ~P~ `P~ i DRAWN BY : DATED: 09-27-91 1, DRIVEWAY SLOPE SHALL NOT X ° E CEDD 8/° A5 MEASURED F~ ~SURED FROM STREET SIDE EDGE OF THE APRON TO THE REAR EDGE DATE : OF THE PEDESTRAIN WALKWAY. 2,) A MINIMUM ONE FOOT CLEARANCE SHALL BE PROVIDED BE1 )VIDEO BETWEEN THE FLOOR SLAB ELEVATION OE THER BASEMEN? DEC 18, 2 006 AND THE OUTSIDE TOP ELEVATION OF THE SANITARY SEWED L Y SEWER LATERAL AT THE FOUNDATION 3, ALL UTILITY TRENCHES UNDER PAV 5 CL TIC & GEOGRAAHIC DESIGN CRITERIA ED URFACES AND I IMA ) w TI- I_or cov~~a,oE: CITY i AND WITHIN RIGHTrOF-WAY SHALL BE BACKFILLED ACCORDING TD ROOF WIND PRESSURE SEISMIC SUBJECTTO DAMAGE FROM WWTERDESIGN TEAM, _ OF COLUMBUS ITEM 912, COMPACTED GRANULAR BACKFII LOT SIZE: .194 Ac, - 8,450 s~,, ft 4. TR T AR BACKFILL, OIZ ITEM 304, AGGREAGATE BASE SNO LOAD LBSJSQ.FT. ZONE FR05TDEPTH WEATHERWG TERMITE DELAY FORHFATWG FACILITIES ) EE PRO ECTION AND 501E ER0510N SHALL BE MAINTAINS W ( 1 5.) TRASH AND DEBRIS A550CIATED WITH CONSTRUCTION OF MAINTAINED DURING CONSTRUCTION. THESE DRAWINGS HAVE o HOUSE: 3,712 scl,.ft. JCTION OF ALL STRUCTURES MUST BE CONTAINED ON THE SEEN REVIEWED FOR AND PAGE # 70 1 36 S RE YES YES 3° FAHRENHEIT p p, . CONSTRUCTION SITE IN A STABLE AND SECURE ENCLOSURE N( RIVS:W Y. 800 s .ft, 20 6, STREETS SHALL BE KEPT CLEAN AND FR LOSURE NO SMALLER THAN~~a CUBIC YARDS ATALL TIMES SHALL COMPLY WITH THE UD AND DEBRIS FROM CONSTI~IJGTlON RELATED VEHICLES ATALL 2004 EDITION OF THE 1:RONT WALK:190s . ft. ~ EE OF MUD AND D~ TIMES RESIDENTIAL CODE OFOHIO / 1, REAR DS:CK: 276 sq,, ft. BUILDING SQUARE FOOTAGE: 7. BUILDING MATERIALS DUMP5TER5 POR?-A- i , JOHNS, ETC. M NS, ETC. MUST BE K~I'T ON THE JOB SITS AND NOT LOCATED IN THE ,978 sct,ft. STREEt I FINISHED FIRST FLOOR: 3,152 SQ. FT. TOTAL: 4,975 68,9q, FINISHED LOWER LEVEL: 1,261 SQ. FT. APPAOVEq PLANS MUST BE ON ' SITE FOR ALL INSPECTIONS, TOTAL: 4.413 SQ. Ff. USE FULL PLATE SEE TYPICAL ANCHOR BOLT DETAIL t/2" DIA.x 10' AB O6' O.C. FLOOR SHEATHING FLOOR SHEATHING GENERAL NOTES ON ALL WALLS 8 1HICK OR SEE ALTERNATE BRICK LEDGE DETAIL THICKER. WASHER FOR 1/2" CONTINUOUS CONTINUOUS 11GH1T:N NUT SO DIA, BOLT BAND BOARD BAND BOARD 1. WALLS ARE DESIGNED FOR AN EQUIVALENT FLUID PRESSURE LATERAL JRE LATERAL ~ PROVIDE ADEQUATE SLOPE AWAY THAT 3/4" DIA, WASHER FOR 3/4' LOADING OF UP TO 60 POUNDS PER CUBIC FOOT. FROM FOUNDATION WALL BOLT WASHER IS DIA. BOLT 2. THE FOUNDATION VS DESIGNED FOR A SAFE SOIL BEARING PRESSURE OF (6 IN 10' MINIMUM} PRAWN 1/16' F100R JOIST (SEE CHAR7J PER SQUARE FOOT. THE MAXIMUM CONCENTRIC VERTICAL G PRESSURE OF ERIC VERTICAL ~ ? INTO SILL PLATE ~ LOADING TO BE APPLIED TO THE TOP OF THE WALL SHALL NOi EXCEED ~ ~ 1533 POUNDS PER LINEAR FOOL LL NOT EXCEED 2' CLR. ~o a CROSS-BRIDGING 3. CONCRETE USED FOR WALLS SHALL HAVE A M I M I DAY 2x SILL PLATE " IN MU 28 DAY NOMINAL 1-1/2 ~ 2x SILL PLATE 0 8'-0" O.C. COMPRESSIVE STRENGTH OF 3000 P.S.I. WALLS WHICH MAY BE SUBJECTED 1Y BE SUBJECTED L CONTAIN 5% FLDOR JOIST TO FREEZING AND THAWING DURING CONSTRUCTION SHALL CONTAIN 5% FRDST CHART M t0 7X ENTRAINED AIR AND CONTAINS 564 LBS• CEMENT PER CUBIC YARD PER CUBIC YARD BEUEFONTAMIE 38' uADISON COUNTY 30' / / / / / / _ ANCHOR BOLT ANCHOR BOLT AND NON-CHLORIDE ACCELERATORS AS NECESSARY. BE)O.EY 34' MARYSVNIE 3/" 9/18` DIA. ROUGH ul 28 DAY CI: Co (D HOLE IN SURFACE JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL 4. CONCRETE USED FOR FOOTINGS SHALL HAVE A MINIMUM 28 DAY COLUMBUS 3Y NEW ALBANY 3B" / / / / / / COMPRESSIVE STRENGTH OF 2500 P.S.I. r-- 0 DELAWARE dTY 3Y PICNAWAY COUNTY 32' IIII SILL PLATE DEIAwARE COUNTY 3e' PIpcERINDION 3Z' / / / / / 5. ALL REINFORCING STEEL SHALL BE A.S.T.M. GRADE 60. OUBLM PDwELL ~---FOLLOW O.S.H.A. CONCRETE FLOOR SHEATHING FLOOR SHEATHING B. ANCHOR BOLTS SHALL CONFORM TO A.S.T.M, A307 AND BE SPACED AS Pf BE SPACED AS PER c :3 ANKUN COUNTY 3Y REYNDIDSBURD 32' / ~ / / / / IIIII RECOMMENDATIONS WALL CONiINUOUS CONTINUOUS OHIO RESIDENTIAL CODE 403.1.6 , B' ON CENTER, & 12' FROM ALL CORNET FR fOR SLOPE, BAND BOARD BAND BOARD NOTE: IF SILL PLATE IS TO BE ACO ALKALINE COPPER QUATERNARY THE GAHANNA 3Y UNION COUNTY / / / / / / = ( ) FROM ALL CORNERS. 'N O O 1 QUATERNARY TREATED N pi0y£ PTY 32' UPPER ARLINGTON 3Z' PICAL ANCHOR BOLT DETAIL NTS LUMBER, THEN GALVANIZED BOL15 WITH A MIN. G185 RATING OR STAINLESS (IIII TY TING OR STAINLESS 0 ( HIWAAD 3Y WfS'iERVIUE 36 / / / / / / ~ STEEL MUST BE USED. (L O UCXINO COUNTY 3Y NgRTHNOTON 32" CLEAN NATURAL ALL THREAD RODS MAY BE SUBSTITUTED FLOOR JOISi 7. ALL CONCRETE WORK SHALL COMPLY WITH: 34' / / / i SOILS BACKFILL FOR ANCHOR BOLTS o ACI 301 "SPECIFICATIONS FOR STRUCTURA C NCRE OR I IOGAN pOUNTY (IIIIII ) L 0 rE F BU LDINGS' FOR BUILDINGS' LATEST ED T10N. i SOIL BEARING WAIL WALL UNBALANCED wN.l REINFORCING / ~ ~ WEEP y~EP b) ACI 318.1 )BUILpING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONC / / / / / W WIDTH ~ HOLES m HOLES TURAL PLAIN CONCRETE', U ~ PRESSURE WIDTH HEIGHT FILL HEIGHT IIIIII INSIDE FACE ' - T-D' UNREINFORCED SILL PLATE 4 O.C.CROSS-BRIDGING 4 O.C. LATEST EDI110N. L0 = 1500 PSF a B' D' WATERPROOFING OR 1500 PSF B e - -D VERT. 0 32 O.C. = DAMPPROOFlNG AS PLASTIC SUPPORT ~ 0 8'-0' Q.C. 8. WALL CONCRETE SHALL BE DRDERED FROM THE CONCRETE SUPPLIER TO B TE SUPPLIER TO BE cl R SHALL BE ADDED AT _ ~ 1504 PSF 10" 9'-4° e'-0" UNREINFORCED / / / / / / PER LOCAL CODE TO INSURE t-t/2' FLOOR JOIST BATCHED AT A MAXIMUM SLUMP OF 5 INCHES. NO WATER SHALL BE ADDE[ ~ -0" UNREINFORCED III ANCHOR BOLT THE JOBSITE. SLUMPS GREATER THAN 5 INCHES MAY BE ACHIEVED BY ADD ~ ~ i500 PSF t 9 _p B_ 0 24 O,C.E.W, ~ FL4SViING ANCHDR BOLT FLASHING SUPERPLASIISIZER ON THE JOBSITE, USE OF SUPERPLASTISTZER WILL INCRE ACHIEVED BY ADDING Q t500 p5f 9 ~ / / / / / = FLOWABILITY OF CONCRETE IN THE FORMWORK. TISIZER WILL INCREASE ~j C- ~ 2000 PSf B 8'-D -0' UNREINFORCED 8' MAXIMUM BRICK CORBEL IS 1' PER COURSE ~ 9- e- VERT. 0 32 O.C. I 9. PRIOR TO PLACEMENT OF CONCRETE ALL FOREIGN MATERIAL SHAL BE TRIAL SHALL BE 3 8 zoos PsF s / / / / ~ a JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL ~ L V 2000 PSF 10' 9'-D" B'-0' UNREINFORCED ~ I. FLOOR JOIST MUST BE IN PLACE FOR FOUNDATION REMOVED FROM FORMWORK, ~ ~ 2000 p$F t2' D-D e- UNRETNFORCED / / / / II IIIII TO SUPPORT DESIGN LOADS OF THE SOIL, 10. ALL WALL CONCRETE SHALL BE CONSOLIDATED BY THE USE 4F A V18RAT ~ < 300 P B' 9'-D' 7'-D' UNREINFORCED USE OF A VIBRATOR. / / ~ / = 1-t/Y CLEAR 2. FLOOR JOIST TO BE SIZED BY OTHERS 11. WALLS SHALL BE ALIGNED AND STRAIGHTENED PRIOR TO PLACEMENT Of Q Z 3000 PSF B'~ D"-D~ B'-0' VERT• ~7 0 4 O.C. TO CARRY LOAD OF STRUCTURE. D PLACEMENT OF ~ ~ p t0 9- B'-0' UNREINFORCED ( ) CONCRETE. ALIGNING THE FORMWORK AFTER CONCRETE PLACEMENT IS ' " NREINFORCED IIIIII JOIST APJCHORAGE DETAILS NTS NOT PERMISSIBLE. B 0 U PLACEMENT IS ~ HOR120NTAL REINFORCING BARS MAY BE ADDED AS REQUIRED TO SUPPORT _ ~ ~ VERTICAL REINFORCING BARS / 5 REBAR TO EXTEND ~ 12. WALLS FROM 40 FEET TO 610 FEET IN LENGTH WILL RE IRE THREE RO 2UIRE THREE ROWS / / ~ / ~ 1.5 REBAR SPACER ~ ~ IIIII (flRST REBAR TO BE B' MAK 4 ABOVE WALL FOR OF y5 REBAR PLACED HORIZONTALLY, AND A DEADMAN. 1NE DEADMAN FROM INSIDE CORNER) GROUND WIRE BY ELECTRICIAN MAY 8E PLACED RANDOMLY IN THE WALL A5 SUCH THAT THE DISTANCE . THE DEADMAN ~T THE DISTANCE ~ 1 1/2 CLEAR BETWEEN THE DEADMAN AND THE END OF THE WALL DOES NOT EXCEED )ES NOT EXCEED / / / ~ 40 FEET. WALLS GREATER 1MAN 60 FEET IN LENGTH N1LL NEED TO HAVE w CHART FOR REINFORCING, IF REQUIRED) / R BAR PLACEMENT DETAIL NTS 3 ROWS OF REBAR AND THE DEADMEN PLACED IN SITE-SPECIFIC LOCA (SEE E ~ 5 REBAR TIED TO LL NEED TO HAVE THE IITE-SPECIFIC LOCATIONS ~ TO MEET TH LOADS OF 1HE S1RUCIURE. PLACE 1 1 2 CLEAR FROM SCORNER 8AR INSIDE OF BASEMENT I FACE OF WALL III INS DE ~8 REBAR VERT. 13. BRACING OF POURED WALLS IS NOT REQUIRED. NO DOWELS INTO ~ / / / / 20' LENGTH } 5 REBAR PLACED IN f0011NG w FOOTING REQUIRED, IN NGNITY OF ELECTRIC PANEL p5 REBAR HORIZ" 14. BACKFILL WITH CLEAN NATURAL SOILS. N / / / ~ IIII BACKfILL 2 -0 O.C. REBAR CHAIR _ 15. FOIiNDATiONS SHOWN ON THIS DRAWM1NG ARE DESIGNED FOR THE FOR THE PROVIDE BOND BREAKER / / / / ~ rt BOTTOM OF F0011NG CONDITIONS SPEGfICALLY STATED ON 1HE DRAWING. IT IS THE IS THE U :RMINE THAT THE SOIL 3 BETWEEN WALL dt FLOOR SLAB II RESPON5IBIUTY OF THE GENERAL CONTRACTOR TO DETERMINE THAT THE ; / / / / / _ IS ADEQUATE TO SUPPORT THE HOUSE ON THE FOUNDATION SHOWN. 1HE TION SHOWN. THE 6 MIL POLYETHYLENE ~ _ ~ GENERAL CONIRACTgiIS RESPONSIBLE FOR DETERMINING 1HAT THE TOTA VAPOR BARRIER. TAPE / / / / / UII I AND DIFFERENTIAL SETTiFMENTS OF THE FOUNDATIONS ARE WITHIN THE IG THAT THE TOTAL Q ARE WITHIN THE JOINTS OR OVERLAP 6" TOLERABLE LIMITS OF 1HE STRUCTURE. THE GENERAL GONTRACTOR IS TYPICAL INSIDE ENCOURAGED TO OBTAIN THE SERVICES of A SOILS ENGINEERING FIRM TO ONTRACTOR IS C7 Q 0 C) !f1 0 31NEERING FIRM TO M' / / / / / ~ GROUNDING ROD DETAIL AS PER 2005 NEC ARTICLE 250.50 NTS DETERMINE THE suITA81UTY OF THE FOUNDATION SHOWN ON THIS DRAWING II CORNER REINFORCING NTS TO SAFELY SUPPORT THE STRUCTURE WITH NO DETRIMENTAL EFFECTS TO N J ON THIS DRAWING Z 0 '.NTAL EFFECTS TO Z w 4 (MIN.) FREE DRAINING / / / / / (If REQUIRED BY GOVERNING MUNICIPALITY) THE BUILDING. CONTACT A REGISTERED PROFESSIONAL ENGINEER FOR Z MATERIAL. PLACE ON IF WALLS INTERSECT AT AN ANGLE OTHER THAN 90' CONDI110NS OTHER THAN THIOSE SPECIFICALLY SHOWN ON THIS ~NGIIN ER FOR Q r- O ~ ~ NATURAL UNDISTURBED / ~ II BEND CORNER REINFORCING At WALL ANGLE DRAYANC. NO WARRANTIES C1R GUARANTEES, EXPRESSED OR IMPLIED, II II I OR IMPLIED, ? ~ SOIL DO NOT HEAT REINFORGNG STEEL FOR BENDING ARE PRESENTED BY 1HIS DRAWNG, x ~ FREE DRAINING MATERIAL ~ UC~O00 W ~ / / / / / 3 WAICRPROOFING DR ~ i r i i i IIIIII N 16. THIS DRAWING HAS BEEN PREPARED IN ACCORDANCE VA1H THE DAMPPROOFI 0 AS ATH THE X (n 0 00 ce ; ~iii~i INFORMA110N CONTAINED IN THE 2006 4HI0 RESIDENTIAL CODE ; ~ PER IOCAI CODE 'a BOCK AWL. WAIERPROCFlNG OR FOR ONE, TWO, AND THREE FAMILY DWELLINGS. L CODE W 0 V ~ ~ $ ~ DAMPPROOFlNG AS IIIII P R wL ~ < WALL # ~ OU ED CRA ~ PER IOCAI CODE 17. IT IS 1HE RESPONSI8IUTY Of THE GENERAL CONTRACTOR TO INSURE THA' QUZ0 )R TO INSURE THAT J e-- 0 n ~ ~ l ~ ~ 3 i, i„ RADON LEVELS IN THE COMPLETED HOUSE DO NOT EXCEED 1HE LEVELS ' ~ CLEAN NATURAL WALL ESTABLISHED BY 1HE UNITEm STALES ENViRONMEN1Al PROIT:C110N AGENC EED THE LEVELS M U 'ROTECTION AGENCY. W _ _ S01LS BACKFILL # ~~~i~ _ _ IIIII IIIII r I ~ ~ ~ iiiii o CLEAN NATURAL 18. GRADE SET OF HOUSE SHALL BE SET SUCH THAT POSITIVE DRAINAGE EXI °D 12" MINIMUM WIDTH PER a LIN » " SOILS BACICFItI FOR ALL WALLS AND MEETS THE REQUIREMENTS OF THE MUNICIPALITY. TIVE DRAINAGE EXISTS CL N 1 CL (o © f MUNICIPALITY. - - - BASEMENT 2 WASHED GRAVEL ~ ~~~i~ IIII IIIII SECTION R405.1 FOOTING FOORNG,,,, BASEMENT ND 8 MIL. VISQUEEN ~ 19. LOCAL CODE REQUIREMENTS SHALL DEFINE THE USE OF DAMPROOFING OA ' DAMPROOFING OR Z w _ iiiii _ _ s a WATERPROOFING ON POURED CONCRETE WALLS USED IN CRAWL SPACES, I 8"x8"x8"BLOCK NOTE GRAVEL DRAIN AT PERIMETER 8 I GARAGES, OR WHERE WALL I'S FILLED ON BOTH SIDES. CRAWL SPACES, (n - I ~ ~ ICI I "III I II III I~ N (OR LARGER) T°FABI.E~o~NLY A~4S DF HiCH wA1EA I Op11NG,,,, II 20. NO WATER FROM ANY SOURCE CAN BE PUT IN THE SANITARY SEWER SY: ,NITARY SEWER SYSTEM _ TO f0011NG I DURING CONSTRUCTION, SUMP WITH PUMP " WALL " 3" DIA• FLEXIBLE OR FREE DRAINING MATERIAL I 21. FAILURE TO COMPLY WiTH ANY DESIGN SPECIFICATION OR TYPICAL DRAWIP 4 WIDTH 4 RIGID DRAIN PIPE OVER MINIMUM TO TOP OF CRAWL FOOLING FREE DRAINING MATERIAL JEOPARDIZES 1HE STRUCTURAL INTEGRITY ANp VOIDS ANY WARRANTY. )R TYPICAL DRAWING NY WARRANTY. 3" DIR. PLASTIC GRAIN 11LE. PLACE WITH ~ + 2" OF WASHED GRAVEL HOLES ON BOTTOM, CONNECT TO SELF I TO TOP OF GiAWL FOOLING 22. FOUNDATION WALLS SHALL ffXTEND ABOVE FINISH GRADE - - PER SECTION 404.1,6 OF THE 2006 OHIO RESIDENTIAL CODE, 3E m 0: ;ODE. CONTAINED SUMP WI1H PUMP OR GRAVITY • FOOLING W1D1H REQUIPoEMENTS ~S FOLLOWS: 23. NAILING INTO CONCRETE WALL NOT PERMITTED UNDER ANY CIRCUMSTANCI ANY CIRCUMSTANCES. DRAIN. LIGHT-FRAME CONSTRUCfiON : 16 WIDTH MIN. IE USED FOR WINDOW ONE STORY BRICK VENEER : 16" WIDTH MIN. WIDEN FOOTING BY WIDTH Of BLOCK (NOTE: NILii FASTNERS OR TAP CON FASTENERS MAY BE USED FOR WINp STOR RiCK VENEER: 21" WIDTH MIN. WELLS AND GAS BRACKETS) TWO Y B LINTEL BEARING DETAIL 24. WHERE WINDOWS ARE PROVIDED AS A MEANS of EGRESS OR RESCUE, TF OVER TWO STORIES: SPECCiFICALLY DESIGNED FOR BLOC CRAW OR GARAGE NTS TYPI AW PAC TI NTS SHALL HAVE A SILL HEIGHT ~oF NOT MORE THAN 44 INCHES ABOVE THE F CAL CR L S E E~ SS OR RESCUE, THEY ;HES ABOVE THE FLOOR. TYPICAL BASEMENT WALL SECTION (NTS 25. foo11NGS ARE NOT DESIGNED FOR AREAS WITH EXPANSIVE SOILS AS DEF SIVE SOILS AS DEFINED BY SEC110N 1605.8 OF THE OHIO BUILDING CODE AND SECTION R403,1.8.1 OF 2008 OHIO RESIDENTIAL CODE. ' ~ nON R403.1.8.1 OF THE CANTILEVERED 26. DRAWING NOT FOR SEISMIC (DESIGN CATEGORIES D1 ~D D r+~,. . ~j STRUCTURE dij ; " + N ° VJIL. ~~,tie W, U.1:Vs 6 ~ Iv WID1H CRAWL, GARAGE, OR WINDOW WELL SEE TYPICAL ANCIiOR ' ° o a`e a PORCH WALL ~ (HEIGHT VARIES) BOLT DETAIL R ° LEDGE OEP1H F~i:'~ , VARIES WITH ' • G ~ '77 ' ii ~ I I " 2-~5 REBAR PLACED „ GRADE ~ : SIDE BY SiDE ~ ~ I " i ~ = ~ ~ 2 -WASHED ~ 9fi. . •;t r AT CHANGE IN ; 3 ; f ~ GRAVEL ~ F ~ ~ k FOOTING ELEVATi CLEAN NATURAL J f~ " CLEAN NATURAL ~ x 6 ~t`~ ' y ~ ~ ~ SOILS BACKFILL , a ~~a5 F F SOILS BACKFILL ~ 12" MIN, o 3' PERFORATED o , " REBAR AT ANCHOR BAR ONG F 11NG CONCRETE z z , „ 3 PERFORATED BOLT LOCATIONS. LENGTH ~ 3 ,~5 6 L 00 BASEMENT PIPE FILLED WITH plpE FILLED IM1H VARIES w/1EDGE DEPTH, a a o RANDOMLY PLACED WA ~ FREE DRAINING ~ ' ~ LL ~ MATERIAL ~ , FREE DRAINING (6 dc10 WALLS) o MATERIAL • FREE DRAINING B w o^ LLIA J, PIZZIN R GIS E N0, E-55478 9 RA z ATE MATERIAL TO TOP ~ ~ IIII ~ OF FOOLING 0 CRAWL ~ ~ ~ ~ ~ 3 a a OVETAIL SLOT THIS DRA JI G I FOR THE EXCLU I E REQUIRED ON .XCLU ec E USE SHE 02005 LEDGES 24' DE P OF SH ERD EXCAVATfNG, I C. IIII E 1NG, I .E`CIN. 4` AND GREATER UNAUTHORIZED USE OF THIS DRAWING CONSTiTU'IES COPYRIGHT INFRINGEh AND THEFT OF PROPRIETARY PROPERTY AND NEGATES ANY WARRANTY TI ~PYRIGHT INFRINGEMENT DATE r ROJ. NO. ANY WARRANTY THAT WOULD OTHERWASE BE GIVEN BY SHEPHERD EXCAVATGNG, USE NOT AU1H0 3. USE NOT AUTHORIZED 6-21-2006 ,II I BY SHEPHERD EXCAVATING WILL BE ENJOINED AND MONETARY DAMAGES REINFORCING AT FOOTING at RECOVERED. THE HOLDER OF THIS DRAWING AGREES TO ABIDE BY THE TF JETARY DAMAGES DRAWING NO. ) ABIDE BY THE TERMS ALTERNATE BRICK of ANY CQNFIDENii,4UTY AGREEMENT AND AGREES NOT TO REPRODUCE C EXTRA REINFORCING AT WINDOW OPENINGS Nts STEP-UP NTS DISCLOSE IT 4R ANY OF ITS TERMS TO ANY PERSON, FIRM OR CORPORAT r TO REPRODUCE 0 6-O R C 'IRM OR CORPORATION CANTILEVER DRAIN DETAIL NTS WINDOW WELL DRAIN DETAIL Nrs LEDGE DETAIL NTS WiTHOUt 1HE PRIOR WRITTEN AUTHORIZATION OF AN OFFlCER OF SHEPHEI PLACE REINFORGING 1-1/2 CLEAR FROM INSIDE FACE OF WALL °FICER OF SHEPHERD E%CAVATING, EXCEPT AS MAY BE REQUIRED BY APPLICABLE LAW. ABLE LAW. 0 b. BEAM/BEAM CONNECTIONS TO BE STANDARD AISC DOUBLE ANGLE CONNECTIONS. ~ q:::' c, BEAM SPLICES SHALL CONSIST OF 5116" THICK STEEL PLATES EACH SIDE OF BEAMS WITH 3/4" DIAMETER THRU-BOLTS AS FOLLOWS: W8-2 BOLTS, W10-3 BOLTS, W12-4 BOLTS. TS. 3. ALL COLUMNS SHALL BE 3" DIAMETER STANDARD PIPES WITH 1/2"THICK CAP PLATE AND VD 1/2x8x8 BASE PLATE, TYPICAL UNLESS NOTED OTHERWISE. BOLT BASE PLATES TO FOOTINGS WITH (2)1/2" DIAMETERANCHOR BOLTS EMBEDDED 8", FOUNDATIONS 4. PROVIDE LINTELS OVER ALL OPENINGS IN SCONE VENEER WALLS. REFER TO • G12ADE SHALL BE MADE t0 SLOPE AWAY PROM HOUSE MINIMALLY 6" WITHIN {:IRSt 10' - NP, x ARCHITECTURAL DRAWINGS FOR LOCATION, NUMBERAND SIZES OF OPENINGS, FOR • 18"CLEARANCE SHALL BE MAINTAWED BELOW FLOOR JOISTS OVER 1. BEAR EXTERIOR FOOTINGS 3'-D"BELOW EXTERIOR GRADE. LINTELS NOT LABELED OR SHOWN ON STRUCTURAL DRAWINGS PROVIDE THE FOLLOWING: EXP05ED EARTH IN CRAWL SPACE -VAPOR BARRIER WITH A MAX. • 2, ALL COLUMN FOOTINGS SHALL BE 3'-6" SQUARE x 12" DEEP WITH 4 #5 BARS BRICK OPENING SECTION II PERM RATING OE 1.0 MUST BE APPLIED OVER 501E - TYP. ~ w EACH WAY TYPICAL UNLESS NOTED OTHERWISE. TO 4 -0 L3-1/2 X 3-1/2 X 5/16 • MECHANICAL VENTILATION SHALL BE PROVIDED TO CRAWL SPACE g ' 4'-1" TD 5`-6" L4 X 3-1/2 X 5/16 LLV 3. ALL WALL FOOTINGS SHALL BE 1'-8" WIDE x 8"DEEP, TYPICAL UNLESS NOTED At A RATE OF 1.0 CFM FOR EVERY 50 5Q. PT. OP FLOOR AREA U ~ OTHERWISE. 5'-7" TO 6'-0" L5 X 3-1/2 X 5/16 LLV t, 4. REINFORCING BARS: ASTM A615, GRADE 60. 6'-1" TO 8'-O" L6 X 3-1/2 X 5/16 LLV 8`-1" T010'-D" L7 X 4 X 3/8 LLV G~N~IZAL FOUNDATION NOTES: • 10'-1" T012'-O" L8 X 4 X 1/2 LLV . ~ O ~ o . ~ 2 • U Q 3 . ' A-301 s A-301 A-301 x .x . - WATERLINE N GAS METER ( ~ • 70 ELECTRIC METER 5 A-301 • & DISCONNECT • Q ~ i- II A/C A/C a•n , vv : a rn r. r: ro . wn rx r. ran rn •rv r» v: .avq.........~ ................_............._........_..___..___.........._.................._....._.a~_...............~................_.. x a. II Y ~ i o ; ~V.~. - ..6 v:1 II 'I m v ~ ~ , m...9`.....,. r: , I I HWH (2) 50 GAL WWH. , , . , , SUMP ~ . ~ ' t s e. Y. ~ ~ ~ _ ~`a ~A:Qjy Jii:! :%Y;%:ir ti:::~:: :~;:~:j:j A:>;::~ pay ;f, ~ SUMP DISCHARGE ~ , ; N.. HwH MECH ROOM I I ro sroRM sEwER ~K.%t'" "e " ; ~ : 1. a° . I,.. I,.. ' ~ 1~ ................................ll.N.Fl.i~.~Efl..S.TO.RAG.E.......--_.._.......,_3..__ - : , t ; ` ~ii~ N"I i I ~ : ~ ~ I 0 .r. LL ;N ® I; I 1 " ' I I ~ .E: F,D. I I I I I 1~ ~ I I : : `C' , I 'r- V1 , , : Q '.i- I I I ~ I I BEAR NG 3 ~ , ` wA~~;` CRAWL SPACE ..~.d, ~ z I1J C?00 aG11 L' I y;~ ~ a~' \~I O ~~~d ~\,Cei ~•~:'•~:~w~' ~~•'ae!'.t'C9°v'C`o t~Y.~~~"i,iY.l,.i \ : , : V : ~ SLAQ N GRAD U Q ; Z ~ V V *r N ; NpTE: StAli2 StIZINGERS SHALL BE a~ ~ ~ ~ ~ ~ 16 R 71/ FIRESTOPPED AT TOP AND ~OTTOIvI ' ~ ~ ~ . , . 'Olvl ~ W • Q , , , _ . UP 'AND UNDERSIDE SHALL BE CAIZBQ~I [y1QNQXID~ piZYWALLED WITH 1/2" GYP. 6P. MIN.. MIN. ti b'.. w Q ~ O ~ ~ro ~ _ II (C ~'i a ~ n~ - - - • (f ~ ~ O ~~o ~ . ^Q , : , : : . r : : W ~ ' ~ ~Q~ L,e~ ~ ~ a • Qz -111 ~ ~ : ~ II CARP T I~I A-301 +9 J lil 0 ~ ICI , : ; RECR ATION ROOM I'I •Q, : ~ e • d,.•., : : ~ ,a.... ~ ' d '.p 1.. , : : I ' a . ICI ~ ~ .t... ~o~ t ,r ' ~I q" ~ i I r. t9i ICI I; F.P.H.B. ~ ~i ` (~i !II ~i W ~ t A~ ~ i . i S 111 IN E I'I M DIA ROOM: ~ 0 Q : x , I I I F I'~I ~Y~ J I: i : N I',I Q , : , : , ~j 3 ~ ~,z:, , . ,a;: I I , , : ~ 1 , U I : , . ' A II ............._......r...._....__.. ; : 5 i ~ ~ III A-301 ~ 0 VJALI:',.:' ,i.y"~'~ III n. : : , y : : , : ? ..a... ~ . f . s~sa a~ ; . ca : •5~ : - o OC33 , T .CTp~ ~ I _ ~3 ~ ~ . F ~ e.~ i n e~•s 14 ~~yy ~ : ~ r. 0 'I .6 I 81_011 °G i lV ~ n`~~i\d S CEILING COAYRIGHT i ~7 ~ b A301 zoos SCHOCH AS50CIATES INC. ALE RIGHTS RESERVED LINENS 8'_~° ' ~ CE L G All designs, descriptions, speclflcatlons, A aEDROO , N ~ . and drawings are the property of Schoch Associates, Inc. Any reproduction z ~ CARPET N QATH R00 1 1 tai € of this document or designs and ideas contained within, is a direct vitiation of A-302 ~ TILE A-302 r•; , i, f~1 n~ ~ ' i ~ II N'~ I Il S. cnpyrjght and patent laws Drawings are not to be scaled, ~ Drawings may have been reproduced at a scale other than noted. - -'do-' yi 1~iT1!•in 11G'~ fT+„'(i L'~+' l~i,.~314" M1;'d" I I I Z.... ? tJ _ e I I F I I I I N I I ~ I I (apS 1 I I , i , t ; : : . :.'r REVISION y,; ~ : t~:: ~ y::.`,: 10/2/06 PRICING I I I I (I I I I 1 I!I ~I~ 10/13/06 PERMIT l III I I ' ' i I I I I _ z. 12/18/06 REV PERMIT • . II I I I lil ~ . : III ~I ! I i I 1 ' E' I~I I I i i I I ~ i~---OVEIZHANGOFBAYABOIYE I I III I I 3 I 3~I I II II I I I I : : : : I I : 1 I I z ~ ~ III I I ~II I fl fl I I ..1 I A-sot ~ I UNFINISHED STORAGE II ill I, ICI II ~ 'N` ' N''' i i I''I I I . x ~ ICI I I X~ ~ N ~ i i II I ~ ~ : DRAWN BY iL t ~ ~ ; DATE ; DECK A~ove Na . I I I I i N' ~ III I I v ,,rl I I I I hi III I I I I hi DEC 18, 2006 I I I I'1 11 III I I I 1 II I!I III I . E~ I I I II II ~I ~ 0 : ; : I I II i i; i , . I I I I I I ~ I 1 : ~ , I'I PAGE # ; ' 1 2 2X12 I I ~~yyl ~ ~ ~•t I I I Udl - - - I { . : , b' ' S' . ' t P ~ y . . . i i ~ : , 'Y....... .R.....:.'. ..:.r.... ..,....e. : it 5 y . a .I f v.:':,:......'., I I /y i ~ F.P.H.B, 0; o I<,~ FRESH AIR INTAKE FOR FURNACE r(` li~~~, c.c3 CSEge y 3 A-301 301 1 13A5EMENT FRAMING PLAN jh C0 onk i 0 ® 1-. u9 :-v~'c'e1 0 ~ HIPVENT-TYP. . N ~ (4) 2 X F POS1 2 X 12 KAFTERS C~ 24" O.C. ~ II'' , I I d~ II I I I I I I' -j, 1 1 1 1 1 1 _ • - - - ~ ~----I----I----~---~ _ --r-- I ~ 'I I II ~I I I I I I''~I I I I I I I ~ ~ ~ ~ ~ ~ : I - I I I I I I ~ I ~ _ ~ _ _ _ - ~ I I i€ Y~ ~ (f ~ ~ ~ _ _ _ _ I ;I I ~ ~ G I I I I -11 I I I I I I I~--___ • - - - - I ~ I I ~ f~~ ~ ~ I I II I I I I J- -1 T-- T--- T - -T ---T- T - - S 11~'I' 0 ~ - - 1I ~ I frt ~ ~ I ~ ''I ~ ~ ~ i II I I I I I I II I I` ~ I I ~ F` L ~ >Y - - ~ l~ ~ ~ >Y ' 9l, 2 - - - Ih Q ~ I _ _!I I 1 I I I I H_ • v ~ ~ ~ III ' I P 3~ ' w w w' II w~ I I'' I I I+ ;;I: I ~ I N 2, I I I I I I I l l ~ _ 16:12 ~ c4., OL ~ . ~ , II I I 1 I I I li Q I w w I II I I 2, I I I I I I I I I I I li I I I I I I [ I i ~ I u~ I I C` ~ ~ , ~ ~ ~ - - - 5 ~ i ~ ~ - ?--J I \~a ~ I ~ a ~u I I I I I I I I I I ~ N -----II-- 0 ~ I ~ I IK 92'8 ~ 24° 4.c. ~ ~ I II'' ~ > Ili ~ I ~ > I:I > III I - -----~V-9 I d a I a I ~ I} I 'I~ N ~ I 2 x 4 KNEEWALL GUILT 'L~~ v i ~ w -III I' , ~I I') I ~ I I I I I ~ {I { I I I I€ I I • UP FROM SLOPED RAFTER I 1 ~ ,11,1 ~ ~ ~ ~ ~ i I, ~ _ _ (9 _ ' • U p vv~' ~ ` ~ ' ' I I I I I i I ~ I ~ ~ TYP. EACH SIDE ~ I I r I'II = III N I ~ ~ ~1 I ~ I,I [ I I 'O U ~ ~ 5 V I I I II------i~-- f > II ~ ~ I. I I I I I I I I I I l Ib~l ~ II I, ~ ~I I d I,II I P G. wooD ooF r uS I ~ I I I I I I II I, ~ li IL. ` G~~~~.1z------------- s. o I ~ h ;I' _ I - I I 'a ~ I - L. _ ~yvoP II,I u, o ~ I' r~ ~ ~ z4 o.c. ( P. uN,o.) , .....J..., ~I,l I C' i I nlll fi i' A' ..k. • ~ i 'I I ~ ~ vc. I, ~~;~1 I I I I I I >L II I~ II Il I ~x~~~,r~~ r I l~ gg ~ ~fU1 ~ I I ~ 6:12 I I€ ~ r ~I ~I ~ r ~ ICI ~ I I I ~ ~ ~ ~ ' \v~~ I i ~ I I I I~'~ I I ~ p ~5 2% ;I I I I I I I I I ~ I I ll ~ ~ I I I I I ~ ~II ~ i ik • ~ ~ - - ' ~ IIII Il III I~,I Il ~ I I'' I ~ I~ I I I I I I I • I i r ~ - - 2 x 1 ~L'a C~ O.C.' AV?•I @ 'I I 1~1 Ili 1~ I I I I , ~ 2 ; vvvro w ! w l w I w I I I I ! I I I I I I ~ I I .I~~w ~i I I I I ~I; -----li, fn t P~~ ~ I ~ 1 , ~ ~ i oC I s~L ! ~ p I " ~W~ T~ r3~A>N I I 1 I I I 1 i II II ~ I '>fl~ ~I I I i ~I ~ I' I - _ I _ I ~ ' I II Li I o I g I ~ r~' I I i I I I " ` PRE-ENG. W0~0 OF TR .SSES AT I , f~RE-ENG. WOOD JACK TRUSSES AT • Q k v\vS. I;I J~ ~ h I,I ..7~ I,I J I I I I I I I I I ~ (2)12 x 92 i~,iDGE ~ q: q , q. I I p ; I I I I 24" b..C. ( P. U.N.~.) III 24" O.C. (TYP. U.N.O.) ~r i I I I i I I I ' ~ ~w..,: ~~I II I II (I CON+IN, 2 XI~2 KID E : I I ~ N , I I I I I I I I~---- r~ ~ I J _ I ~ I. I 1~ I I 1 i I I I I ' II I III I I~ o fl I , II I , - , I I II I I I I I I F I # ' > ~ Oil l P:I I - I I I I I I I - U~ I t - I I I I I I IE_ • N ~ 2 x 12 s C~ 2q~ O.C, ~ 1, I o I~I (l~ I I I ill ' .,0 I ~ ~ I I ~ ' • Q I'I I I I I I I I I I i I ~ II I I I N I I I I i I I o ~ III~~ ICI ll I I II I I i I ' I I I I I I I I • I i -..L i - - I (~I ~i I II;I w w I ICI ~ I I ~ 'I w w; I I w w. ''I w: a II I I I I I I I_ _I _ _I I I I I _ _ __II i I I~ I I I l Iii_ - - - - - r . , I (li h I'I I 11 II I • ~ IG~N VI - - - : r - I . - - • III to ;Ili I~ EI i "J'i i _ I -I - . _ 3~~ 1~ I I~ w I o l ' I I I I I I I I I I I I I ` J ~t J ~ J: I I ~ ~ • 0 I Iz~ ~ ~I 7 N'Il • • _ ~~I - I ~ ~ ~ 7 ~ ~ ; . ,o~c il, ~ _ UI I fl I II I . I ~ ~ I , ~ _ '~li - u I I~ ~N= I - - I I;----- - - ~ 2~12sC~24 O.C, ~"~1~II~q~, ~ ~ I~i lam .~II X11 I I . _ _ ~ , • • . • I ,vP,. II'' ~ ~ ~ i''l l III= ; :~1 L, 1 • • pl ~ ~ , ~ F I I ~ II 6:12 ; ~G~ ' 111 tl) I ~ ~ , 2 X 12 LEDGER W/(4) I II I ~ ~ ~ NAILS AT EACH STUD I - - - - 1- I ,t. g 'Q7. ` I III to f CONNECT ROOF SHEATHING; I ~ . ~ TO TOP LEDGER W/ 8d S I . III , 1- W z ~ 6" O.C. I ~G 1 I - - - • Ili ~ f ~ I U Q !Q~: I ; ; NOTE HATCHED AREA INDICATES I ~I€ Ili I; ! I OVERFIZA1vlING WITH 2 x 8 RAFTERS I ~ I I. I ~ 24° o,c. ~ Z ~ r - a,a 1r I J, - - - , s t I I W Q ~ ~ - - -1.-..........,.o- I R T - ~ I ~ .....~.,,~.y~ ` I I ~ .I... ~ I, I I ~ ~ I` ~ I I I I I I I 1 - ~ 0 w I I I ,r°,"~ BENT FLITCH BEAM CONSTRUCTED FROM (2)13/4" X 111/4" LVL'S & (1) ; , ~ " Z - I I 6:12 6:12 I I 1/2" X 10"STL. PLATE. PERFORM FULL PENE1fRATION WELDING WHERE ENDS ~ U) ~ O ` OF STL. PLATES ABUTAT PEAK. PROVIDE 1/2".O THRU BOLTS AT24" O.C. U I I III I I I -~I--- ----------I-~-- STAGGERED BETWEEN 2" FROM tOP & BOTTOM EDGES OF BEAM, ` W Q I I 1 I l I I I III III ' I I I `~~M ~ y ~ y • M 2 I I w --1- - •'`~1 FRAME HIP BMS TO SIDE OF TIED RA ~ W J I I I I I III Ir I I~ I I W/ 1/4 X 8 LG BENT STL. PLATES AND (4)11/2 :PI ~ ` 0`~ ~ • 0. ~ .._......M... r I I I II PRE-ENG. WOO 1200E TRUSSES AT I I' THRU BOLTS (GA=4 EA. LEG OF EA. BENT IF'RAME • ~ AS SHOWN. PROVIDE SADDLE FOR (2) 2 X 12: RIDGE 1` ` ' ~ ~ ~yy, ~ ~ I I I 24 O.C. TYP, U,N.O. I N I I ) III I I BEAM WItH THRU BOLL CONNECTION. PROVIIDE • y~~~ ~ Q x I I SADDLE FOR (1) 2 X 12 RIDGE BEAM WITH THIRD ~ \sf ~N~ . Y `\~4 ~ ~ 1 I I I I11: I IIL... BOLtCONNECTION ~_..w... ` . ryUry~~ i Svc ~ W ~ I I I I I I I III II: ~ r........T.... I I vl1 v~ i t15 t~ c O I I I 1~ i I 1 ~ 1 I ~ I ~ E ~ ~ ~ I ~ ~t~ t 4• Q _ ~ ~ ~ I I II ' } h I I I I I } ~ I SIMPSON RAFTER TIE - HSUR/L210-2 ` ~ i I l Ill t, r ' I I I I ' r • , E I I Q > ~ St.1 1a I . 1... I ~ ~i , r r r I's" h ` N I I ill I I€ _ ; ~ SIMPSON RAFTER TIE - LSSUH310 € r \ U I ~ .i S I ;I I , , I I ~ ~ ~I PREFABRICAtED WOOD TRUSSES: ~,=i 0 ~ 1. MATERIALS: ~ I ' I # } I I I I ~ I I': a. LUMBER: SPECIES PER DESIGN BY TRUSS MANUFACTURER; N0.2 GRADE OR BETTER (EXCEPT SCUD GRADE MAY BE USED FOR WEB ~ lI I r } I I; 5 I I I I III I I MEMBERS);15% MAXIMUM M.C. -i.. .L. ; z I I ~ - ~ b. CONNECTIONS: ALL INTERNAL CONNECTONS ARE TO BE DESIGNED BYTHE tRUSS SUPPLIER. I METAL CONNECTOR PLATES: GALVANIZED SHEET StEEL ASTM A653 COATING GLASS G60. MANUFACtURE WITH HOLES, PLUGS TEETH, OR I I I L~~ I I I ~ I"I.. I I 6:12 ; t ~I' III I~ ~~(,r I ~ I III 1 I I, PRONGS UNIFORMLY SPACED AND FORMED. sl I I ; 1-;~ 1~, 6:12 II UOUS MIDGE VENt I • ; ;.r. .....I L. ~ ; . I , ` ' c. HANGERS: ALL TRUSS-TO-TRUSS HANGERS ARE t0 BE PROVIDED BY THE tRUSS SUPPLIER I[ A, ~ ~ , 2. DESIGN: I I • ' a. LoADwG: COPYRIGHT I I I I 'ill I I I' I TOPCHORDLIVELOAD: 25PSF ~2oo65CHOCHASSOCIATESiNC, I I II I I?RE-ENG. WOOD ROOF TRUSSES AT I I -III I I i.-. .L.. ~ I li I I I 24" O.C, (TY .0.) ..................I .I,... I P. U.N , ' TOP CHORD DEAD LOAD: 10 PSF RIGHTS RFS~RV~D ~I I I a I I I 111 I ` ` BOTTOM CHORD LIVE LOAD: 20 PSF I ` BOTTOM CHORD DEAD LOAD: 5 PSF NI designs, descriptions, specifications, and drawings are the property of I • , I'I I I I I I I I I` I ! I rJ I ~I I NET WIND UPLIFT BPSF Schoch Associates, Inc. Any reproductbn of this document or deslgns and Ideas i, I I l II N I ~ contained within, is a direct violation of I-"" b. IN ADDITION t0 tHE UNIFORM LOADS INDICATED ABOVE, DESIGN TRUSSES FORALL SUPERIMPOSED DEAD LOADS INCLUDING BUT NOT LIMITED Ile «py~eht arcl2te°t lawa 3~ ~ E •I It I I I f I I ~ ~ ~ I TO OVERLAY FRAMING, CHIMNEYS, MECHANIICAL EQUIPMENT, ETC. DESIGN TRUSSES FOR THE EFFECTS OF SNOW DRIFTING WHERE Drawings arenottobescaled, APPLICABLE. Drawings may have been reproduced at ' I 1 i - ~ ~ , , T ,I I I I I I ~ I I I ' c. DESIGN OF MEMBERS AND CONNECTIONS IS'TO BE BY A PROFESSIONAL ENGINEER REGISTERED IN OHI D, EXPERIENCED IN SIMILAR DESIGN> ® a scale other than noted. f I I I I ~ ~ , I I ~ RETAINED BY THE MANUFACTURER. I ( I ? i I ~ 'il `I ~I I I F I • d. DESIGN BOTTOM CHORD OF GIRDER TRUSSES FOR THE END REACTION OF SUPPORTED TRUSSES. THE DESIGN OF ALL HANGER CONNECTORS SHALL BE tHE RESPONSIBILITY OF THE TRUSTS SUPPLIER. ~ i- ~ 3. SUBMITTALS REVISION I I I a. SUBMIT TRUSS SHOP DRAWINGS WHICH EXHIIBIt THE SEAL OF tHE ENGINEER RESPONSIBLE FOR THE TRUSS DESIGN. 10/2/06 PRICING i i 1 i ' i I i I I ' I I I i s I ~ ~ I I I I \ b. SUBMIT LAYOUT DRAWING WHICH INDICATES. THE LOCATION OF EACH TRUSS. aSUBMITHANGERCONNECtORTYPESANDLOICATIONS. 10/13/06 PERMIT - ' tZ00F FfZAMING NOTES 12/18/06 REV PERMIT ALL RIDGE BOARDS SHALL BE N07 LESS IN DEIPtH THAN CUT RAFTER ENDS ALL VALLEY & HIP OVERLAY FRAMING BOARDS; SHALL NOT BE LESS IN DEPTH THAN CUT RAFTER ENDS II ROOF SHEATHING SHALL BE SUPPORTED WITH BLOCKING OREDGE CLIPS WHEN RAFTEROR7RUSSEB ARE 24: O.C. OR GREATER HIPAND VALLEY RAFTERS SHALL BE SUPPORTIED At THE RIDGE BY A BRACE t0 A BEARING PARTITION ® o 1 1200 pLA D~ pLAN DRAWN BY DATE : ~ l I ; PRE-ENG. WOOD ROOF TRUSSES At I I 24 O.C. (1YP, U.N,O.) DEC 18, 2006 ---'~'--I---,-- I ; , I i._I i II PRE-ENG, WOOD JACK TRUSSES AT I I i ; I I I I I I 24 O.C. (TYP, U.N.O.) I I ' i ' l ~ I I I I I ! 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ALL RIGHTS RfSLRVED . All designs, descriptions, specifications, and drawings are the property of ~2 ' Schoch Associates, Inc. Any reproduction ' ~ ~ of this document or designs and ideas ~~a ~I~~ra~lar~;~ a~: ~~~~.r ~f-€Ir~~~.~ ~~)a~ - , , , , ' ~ contained vdthln, is a direct violation of ~ q ~ I I S mpydght and naYnnt laws ~I~. lyx~a~u~~ ~ v r~yi !lc~~r~€~rtr~~° j ' Drawings are not to 6e scaled. Drawings may have been reproduced at ~~arJ~~~.~r~ ~raa~ - a scale other than noted. ' ~ , i' ~ ~ ~ i ~ 'i ' ~3~f,aE~ArIV~ C'~C~~'~I~' ~I~AGK;mr~ i i , ; I ~ ~ d . i REVISION . 10/2/06 PRICING ~a,lr~r~~ ~vaar~ r~r~ 10/13/06 PERMIT ~ . 12/18/06 REV PERMIT , _ . ~ g{Wy , . . ~n.,r @.~.f <.~s i GHI~EL~.DvTC~h~EVd,~TE9~ i. ! .a t ~ DRAWN BY ; ,.~ww~ 3 .~1w ~ww~ /,e~p Pop } > ~ ~ y ..o. \ ....v ~ ...p.. .n~ ~ .....u 2 J n ~ .x _ Ci ~ n+nu s v. v t n,......... ~ ::s ,;z,,.c:~ „~..~~;~,.::~a~ DATE . . d 5 •v~ 1 ~ ~ a ` a ~ . ' ~ ' `~:M....... ~ ~ . 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SiG:iv.: [•u~;•,vurr :..w m ~ x"2006 SCHOCH ASSOCIATES INC. - ALL RIGHTS RESERVED ..Uw .w _ ~ W_, w.. •••--•--•••••W-: All designs, descriptions, spec'rfica[ions, ~ ~ 0 p~ and drawings are the property of " I ~ ~ ,~r~ 1~'~G~I7 Schoch Assaiates, Inc. Any reproduction of this document or designs and Ideas ~ contained within, fs a direct violation of ILS. copyglght and patent Uwc Drawings are not to be scaled. J~I~~~~ ~Iw~~~~ Drawings may have been reproduced at ~ - ~`if ~~d ~ a scale other than noted. P ` ~ + 92r ~ ~ 0 ..;:r..:<:.: C-., ~ f ' .....i ~ < REVISION ; i ~ ~ n............... ~ .w .....wa .v w ,.w...w ~ ..v .w .....wa w rura .':a' u a a a, u~ua w• urrrrra .a tr ..w w ~a" ~eiurru as r ~ ~i .C \ ~ ak. _ _ _ • _ _ pOCIR•~"GL~.~GH~91~iN"v~E~Ia~~, 10/2/06 PRICING _ . t . ...r •::::r.~ 10/13/06 PERMIT .l 12/18/06 REV PERMIT ii~Si): i . . :i`C$i'' ~:'ir3iii:!':~ ii':':>! !is::::'iit2;~!'T?i vri'r$??Rii?!%:iiisj!2i!lf:?~?ij+i'<f?i`%o'Y?`~~?Si%i::::i :ii i~~iC'i2i8?i:`.'' ~~f'i~ Y$!S:?`;`.;';ikiN~~f ZiiiijjJ:'y.i?i ~iiR+i`Y?:!'` iJJ<:5io:~:%$ai? ~G~fi::!J?i:!:?!i~?Ci3%s:ifaif~i%:i~iiC+~`!1`i;li"~ fv is%` Y• ® 0 1 DRAWN BY : DATE ; DEC 18, 2006 I~~ I PAGE # 11°~~~ O COURTYARD ELEVATION -SOUTH va•= rvo a s a IOCF] a G t~ a~. 101100 ti? 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NOTES P4~,OVIDE FURRING AT U SIDE OF k;00F k',AFTEE~S TO PF ~U1~.,RJi~CaATUEdJC?>~lti' E ~la,~s~:ir'i~C:9A12,C)a • ~ ;r'S~7~E~~v TO t'fc',Ob'(L7~ I ALIOt~d l7 1/2" a THROUGH BOLTS I"LUSH CONDITION A'T HIP l~AF' ~•r H~~ r~~ ~ ; : • va ~ ' ! i SPACED AS INDICATED € crr~T~r~.2"'v~'~r~~ ~ E j2 x E~ t~Yi=R STL~LATE GULLARTI~ 3nUE~;RUUF FP,A.MfNc; PLr',N FUR 5Pr',CING ~Q~~~~ ~ e _ ~ , I ~ I P~tC1G~l~l~C3 C~t?0;" U t/a i ` ' ~ I 't ~ • [t8t € _ 2,x12 ~~"i"~~0 • Q TIBILL ILA i ~ _ Lip „ _ E i 0~,', ~ LAP DOLLAR TIE STL, PLATIti WITH F'AFTEP. STL t~LATE f~aT DLO t0'°0 Y"JF.€.,D A;~ SHOW)~I. :a 7 a , Hut I a ~ ..~y ~ ~ I ~ I < ~ / : j ~ t ITT TIT 1T iT ` h 3 t x»:: n ~ i ! I E ~ £ ~ t ~ ~I , ~i . . i ~ ~ ~ a E I i v I t 7 i l , I t ....~~~w..~.. ~I 4'; ' v : # ~ w ................w.,,.,.,,,,....W.... C1 ~OT ?sy e ~ :i '::'L.::C`. x,0:,,0„ 117'1€S"' 7JI 110' C~ 1~ei" O,Ga !Jxrt~3~1[?Glf~ly P~F~ Mt~,~iU~. ~iF's^C,~~. ~ { . ~ N ~ . 1'. LL -9'm81/~" I ` ~ u1 5. y ~ ~ w z V Q 3 z . 1 S~C~"ION TH1z0UGH T'OW~I~ i W ~ v~°, r-op , Q I 3..,: ~ 0 r- p W HANDRAILS & GUARDRAILS , AND GUARDS • STAIR HANDRAILS SHALL BE A MINIMUM OF HANDRAILS z ;s € ~ lu 2" ABOV TR A NOSING WITH A MAXIMUM EET SECTIONS 3 E E D ~ 9w~ 1~T W ~ 0 2-5/8" HANDGRIP AND BALUSTERS SPACED C~ 4°0.~. (~D Rai ~ BAS Rai 1 A - •GUARDRAILS SHALL BE A MINIMUM OF CODE OF ~ 8 9/~r 4 RESIDEN`f IAI. 36 A.F.F. WITH BALUSTERS SPACED C~ A~ o.c. ~~Q a QZ JJ 0 ~ a. ~ 2:f'~ 4~°11f2" X 1C.J' 51~. ~.ATI= RAF`1~R. (2) 2 X 8 W/ 112" X 6" CONTIN. 'f1•:LJC7: N;3'1'ES IFORSIZEAND vPACIhdG v TL. 'PLA'TE COLLAF~ TiE, STOP 2 X 8'S C~HOR1" OF P,AF'TER I2.C1 k~OLTS. INT ~I2~I.1PT {2) 2 X 8 WOOD AN D L?~~' STL. PLA~"E WITH Ir,AF1`ER STL I:'LATE -1~iELD AS ~ QQ . ARIES P~l.1,OWF'E.A~S TO LAP. WELla ~-I.10~1N. SEE: STRUCT. NOTES FOR S12E AND SPACING \V!; 1 t p~ k c h ' 3i~~~ A a~ U ~ ~ ~ S~ ~ ~ ? . ~ i. a o g , t;CJNNEf,'TI{.?N AS INDICATED ,i i OF THK',tJ BOLTS FOR 2 X 8 COLLJ'I~ TIE t~ ~aTL ~'LA?~E ~~~c j~ii ~ rS.,.?, ~ k~~.. 1 11~ ~4 I ~ e~ E; ~ti ~~b~ 9$ ; ~ ~ r4 t ~ ~•3 ~ilr3° 3 N ~ 1st FLOOR ,.~:.:::~.<<~.. 2 SECTION THROUGH GREAT ROOM ~ p Q 12'-O" ~a; , . ^ 10•~ tl Il AX. RISK 3/1~ M n uN ~ MIN. R o L.IN F DUB R ICY p~ . ~ o; ~ C~ a.>:> 0 PROVIDE UNDERSTAIR PROTECTION •~_~~--T-~~~- COPYRIGHT E P R SECTION R311.2.2 X1006 SCHOCH ASSOCIAIIS INC. ALL RIGIiTS RESERVED i 2004 RES DENTIA C DE OF HI I.O 00 NI deslgns, descriptions, spedficatlons, w`"~ Schoch Associatesh~roAny reproduction 4 5~C7'lON THiZOUGH STAlfi~S contained within, is a direct violation of w~'~~ ~ of this document or deslgns and ideas II S rm~rlght and nateM laws Drawings are not to be scaled, i „w~ Drawings may have been reproduced at a scale other than noted. 12 12 . 12 . r~ ~ 12 6[7 , ~6 ~6 6(7~~•, f~~'~~1 0 I............ 12 12 r ~~',I ~ REVISION ' Q6 , 6~-' ~ l0/2/O6 PRICING 10/13/06 PERMIT T/ UST WANG 1'LAt~ T/51LL PLATS +10' -11/8" : . ~ +10'-11/8" • 12/18/06 REV PERMIT f r ' t u. 1' 8.. ~ T/GA12AG~ PLATS 1 I ; r; ; +10'-11/8" ~ 3~ i` r~ 9 I'. C . i i t. $ : li it : > _ ~ € , ' 1'-8" 1'-8" ~r_.. - fl ~ I 3 • ~ ~ DRAWN BY E > ~ $ ' I _.w:....., ~~.m _W.,,_. , _ _ w~_ I DEC 1 2006 ` x 8, ~ItZST FLOOtZ - _ . *0~ 0' ~ I ` Q T/FI1Z5T FL0012 F ~ AG , T/GAIZAG~ SLAB \ -1-81/4 0 ' A ::t Q lice f ISMS a ~ q BASF-MF-NT _ a 1 c:~s I. CY 6 5 TION THROUGH GARAGE 5 C 0 u 0 r+ u a a a~ G I 1 S C° N m~ f~ /4 0 1 6' ) r G 0 3 3 SECTION THROUGH MASTER & U 0 0 td5. ~I N • W ~ g ( ) a V PARAf'E?WALL WITH. ALUM. COPING ~ a • 9~ i~ / \ ~ SLOPE CUT TO MATCH FASCIA BOARDS ~ ~ O ~ o ~ J MODIFIED ROOF ~r~« • U o ~'1~~~.L.1~ T~ ~p~°-~ ~rz~~~ x 0 j~ .f... , - 2k • ~ ~ r~ ~ 1 - 2~q0 U J~~ST 2 x 121~00~ JO(ST ~ Q , n PRE-FIN. ALUMINUM GUTTER ,3,,~ye PtR 1x 12 FRIEZE BOARD 'i ALIGNS WITH HOUSE FRIEZE BOARD i CONTIN. 2"VENT o 1 x 8 FASCIA BOARD r ALIGNS WITH HOUSE FASCIA BOARD 3 I- W z U Q ~ ~ Z ~ u ~ • W Q w 0 o 1 SECTION TH120UGH p1rN 2 n~TAILr 1~00~ AT THi2~~ 5~A50N 1~OOM N ~ o U4"~ P-p° 1/~4°a ~=Q° W U • Q Z 0 ~ a~ ~ QQ ~ ~ ~ ~i a o Q ~ Q U 0 0 0 0 0 COPYRIGHT ~1gIM SCHOCH ASSOCIATES INC. ALL R1GHT5 RESERVED All designs, descriptions, specifications, and drawings are the property of Schoch Associates, Inc. Any reproduction of this document or designs and ideas contained within, is a dlred violation of ILS ropyught and patent lauuv ii Qrawings are not to be scaled. Drawings may have been reproduced at a scale other than noted. 0 0 REVISION 10/2/06 PRICING 10/13/06 PERMIT 12/18/06 REV PERMIT i 0 Q D DRAWN BY DATE ; DEC 18, 2006 o ~ 0 0 PAGE # iii°~~~ rj"~,aJ tkgl f p ~ ' E`m f e A 12300 h ~9 0 R9'::iii:% a:;:i FDAM pI.ASTIC INSULATION TYPICAL FRAME ROOF CONSTRUCTION xN • HALL SHINGLES ALL FOAM PLASTIC OR FOAM PLASTIC CORES iN 30YR.ASP • I OV R MANUFACTURED ASSEMBLIES USED IN BUILDING ICE & WATER 5H ELD E • CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING OF .w 15# FELT PAPER • H ATHING NOT MORE THAN 75 AND SHALLL HAVE A SMOKE 7/16 OSB 5 E U ~ H ATHING DEVELOPED RATING OF NOT MORE THAT450WHEN P051-VENTS FORAIRFLOW UNDERS E TESTED IN THE MAXIMUM THICKNESS INTENDED FOR USE ~ ^a • 2x12 RAFTERS C~ 24 o.c. IN FRAMED AREAS - OR PLAN IN ACCORDANCE WITH ASTM E 84 PER OHIO RESIDENTIAL PRE-ENGINEERED TRUSSES --SEE 7RU58 T HOP CODE SECTION 8314 AND MNFC R. 5 • DRAWINGS FOR TRU55 SPECIFICATIONS plZOyln~ FI1Z~5TOppING p~IZ C.A.B.O.602,7 O 0 • R-30 BATT FACED INSULATION • 5/8" GYP. BD. AT CEILING FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND • U a HORIZONTAL AND FORMAN EFFECTIVE FIRE BARRIER . ' BETWEEN STORIES AND BETWEEN TOP STORYAND ROOF SPACE. FIRESTOPPINGSHALL CONSIST OFFIRE-TREATED xo 12 2x MATERIAL OR OTHER APPROVED ALTERNATE MATERIAL x LINE OF 2 x 12 RAFTER • ~ ~ 1%1 ~ "51MP50N" HURRICANE ANCH012 • a0 EACH END OF EACH TRUSS U N PR -FIN. ALUMINUM GUTTER E ~ 4 _ _ _ s ?YPICA4 riZU58 BE,AtZING PLArE Hr. NOTE: TYVEI< HOUSEWRAP LAPS OVER RU6QERMEMaRANE +10'-11/8" INSULATION BAFFLE AND FLASHING DOUBLE PLATE n RUQQER MEM6RANE FLASHING AT SILL (30ARD f~l FLASHING AT LEDGER (30ARD ~ ~ DECORATIVE BRACKET (CEDAR OR EQUAL) la l o 0 t' 1x 12 FREIZE BD ' 5UC SIMULATED STONE QALLUSTERS SPACED 1 1x TRIM BD ._......rYp SUCH THATA4" ~ SPHERE CAN NOTPASS THRU ©'I ~ 3/8" ROUGH SAWN PLYWOOD TREX DEC/<ING ~ SOFFIT w/2° GONTINOUS VENT ~ (31 3 1x 8 FACIA 1 X 4 FASCIA 9 ~ ~ W z HAR HARD-I-PLANI<CUTTO RADIUS PER ELEVATION ni ~ z x ~Z D I<JOISTS ~ W ~ SILL PLATE DOU6LEzX~zCONTIN,LEDGER ~ ~ Q TYPICAL WALL CONSTRUCTION W PLYWOOD SPACER ~ 0 0 w FLASHING ATTOP OF COLUMN -PAINT ' • - f ~ ~ a~ z • T R SYSTEM GRADE: SLOPE AWAY FROM TYPICAL STUCCO EX ERIO ..BUILDING MIN: 6" C~ 10'-0" ~/z" ~ LAG 60LT STAGGERED C~ ~6" O.C. ~~~~1~:.::::::~T..~:°.. W ~ 0 WIRE MESH-SCRATCH COAT-BROWN COAT-FINISH COAT ,y 0 ? V ALONG LENGTH OF LEDGER 60ARD • TYVEK (OR EQUAL) HOUSEWRAP • 7/16" 05B SHEATHING z • MING C~ 16"o.c. 2x6 STUD FRA NOTE: TYVEI< HOUSEWRAP ; . ~ ~ a ~ ~ • R-19 BATT FACEDC INSULATION. LAPS UNDER RUQ(3ER MEMDRANE 0 ~ a ~ • 1/2" GYP. BD. STUCCO ~ Y QQ I F16ERG F16ERGLASS DECORATIVE COLUMN AROUND 6 X 6 ' ' ~ - j ~ i f U ~ ~lizsr ~~oo>z 6 X 6 TREATED WOOD POST f ~ ~ ~ II I +0. 0,. 117/8 DP. LSL RIM JO ST i` ` + O Q 18 ~ SONOTUQE i ' BORIC TREATED SILL PLATE ~ 1;: ~ f ~ Q :I ~ •~.f U i ,I , ' , 1 ~ . qu ~ 1 a~V \WUw ' L=~ ~ o ) J' I " " I 0 C NC. C~ 2"o.c. 1/2 ANCHOR BOLTS, 7 NT 0 7 , . . 12" MAX. FROM CORNERS 0 0 ' o 0 A L CONSTRUCTION TYP C L F OOR COPYRIGHT ~ZOOb SCNOCIi ASSOCIATES INC, • SCHEDULED FINISH FLOOR --SEE FLOOR PLANS 2 n ~C K n ~T~I L ALL WGHTS RESLRVIED • 3/4" T&G PLYWOOD SUBFLOOR GLUED & NAILED • II All designs, dexripiions, specifications, and drawings are the property of 11-7/8 TJI JOISTS C~ 16 o.c., TYP. Schoch Associates, Inc. Any reprodocCion of this document or designs and ideas • R-19 BATT INSULATION contained within, is a direct violatan of I I S rnnv~jght and patent Uws. • 3/8 ROUGH SAWN PLYWOOD SOFFIT BOARD C~ CANTILEVERS - TYP. Drawings are not to be scaled. Drawings may have been reproduced at • " r 1/2 6YP. BD. C~ FINISHED SPACE (DU-ROCK IN WETAREAS) a scale other than noted. TYPICAL FOUNDATION WALL CONSTRUCTION REVISION e 10/2106 PRICING NOTE SEE ADDITIONAL SHEET "06-ORC" FOR NP. FNDN. WALL CONSTRUCTION 10/13/06 PERMIT 12/18/06 REV PERMIT ~I TYPICAL FURRING WALL • 1"AIRSPACE OFF CONC WALL • TREATED 2 X 4 STUD > . ® ® i • R-11 BATT INSUL • 1/2" GYP BD. PAINTED o DRAWN BY : DATE : TYPICAL BASEMENT SLAB CONSTRUCTION DEC 18, 2006 • SCHEDULED FINISH FLOOR--SEE FLOOR {'CANS • 4"CONCRETE SLAB • 1/2" COMPRE551BLE FILLER C~ EDGES • 6 mil VAPOR BARRIER o' • t Ff ens~M~Nr 4 MIN. COMPAC LL - -9'-81/4" PAGE ~ ; \1°~~~ TIN CONSTRUCTION TYPICAL F00 G ~.~n-r~ annirlnNal ~Ht=~T °nl1r.-~.H" Fn12 TYp. SOOTING AND DRAIN TILE CONOTRUCTION E, t 6 P-A ~ F 1 TYPICAL WALL OECTION e lr~~'~ I2'Z 0 fp; , io::::: F~ N ~1 i~ _ • W N. M01ZCK DOOR SCHEDULE ' scHOCH AssoclAres ©2006 • U g00R 51ZE .CHICK ~ LABEL WIgtH HEIGHT NE58 tYi'E MATERIAL HARgWARE REMARKS; ~ :r a A 001 2'-8" x 6'-8' 1-3/8" II WOOD PASSAGE MECH 1 STORAGE ROOM O • 0 ........002......... 2'-8" x 6'-8" 1-3/8' II _ WOOD PASSAGE MEDIA ROOM _ r. . 003 2'-8' x 6'-8" 1-3/8" II WOOD PASSAGE STORAGE • _ ...004 2'-8" x 6 -8' 1-3/8" ~~......................WOOD...........................PA55AGE._............570RAGE. • U ~ 005 2'-8" x 6'-8" 1-3/8" II WOOD PRIVACY BATHROOM • 006 1' 3' x 6'-8" 1-318' II WOOD PASSAGE LINEN CLOSET "T" Q _ _ _ _ LLy 007 2'-8" x 6'-8" 1-3/8" II WOOD PRIVACY BEDROOM 1 008 5'-0" x 6'-8" 1-318' II WOOD DUMMY BEDROOM i CL05ET • N ~ ........009 __..........2'-8' x 6'-8" 1-3/8' II _ ..............WOOD PA55AGE.__..__.._.. STORAGE ROOM......_...............___.._......._...._.._......_..._...._............ ~ • m U 101 3`-0" x 8`-0" 1-3/4" I GLASS/WOOD PRIY. w/DEADBOLT FRONT ENTRY DOOR _ _ • BEE EXTERIOR • 102 9'-0" x 8'-0" - E~EV• METAL AUTO GARAGE GARAGE DOOR d TYPICAL WINDOW TRIM EXTERIOR 103 9'-0" x 8'-0" - ELEV. METAL AUTO GARAGE GARAGE DOOR ~ TYPICAL INTEIZI01~ DOOtZ TYPE 104 3'-D" x 8'-0" 1-3/8" II WOOD PRIV. W/KEYLOCK B-LABEL /GARAGE & DOOR T121b1 105 2'-8" x 8'-D" 1-3/8" II WOOD POCKET LAUNDRY 106 2'-6" x 8'-0" 1-3/8" II WOOD PA55AGE GUESt BEDROOM CLOSET 107 4'-0" x 8'-0" 1-3/8" II WOOD/DBL DUMMY BACK HALL CLOSET 108 2'-8" x 8'-0" 1-318" II WOOD PRIVACY GUEST BEDROOM 109 2'-8" x 8'-D" 1-3/8" II WOOD POCKET GUEST BATHROOM " 110 2'-8" x 8'-0" 1-3/8" II WOOD PRIVACY POWDER ROOM _ 111 5'-0" x 8'-D" 1-3/8" II WOOD DUMMY FOYER CLOSET 112 3'-0" x 8'-0" 1-3/8" II WOOD/DBL DUMMY DEN 113 2'-8" x 8'-0" 1-3/8" II WOOD PRIVACY MASTER BEDROOM 114 2'-8" x 8'-0" 1-318" II WOOD PRIVACY MASTER BATHROOM ~ 115 2'-8" x 8'-0" 1-3/8" II WOOD PRIVACY MASTER BATHRM TOILET RM. ~ 3 I- W z U Q z . W Q w Q F- 0 I' ~ n001~ SCH~nUL~ ~ ~ ~ ~ ~ 0 • Qz J ~ ~ a~ h M01ZCK: WINDOW ~JCH~DUL1= SCHOCHA550CIATES02006 Q Q i ROUGH OPENING WINDOIW r 1 _ LABEL I I WIDTH HEIGHT TYPE I MODEL # I QUANTITY I REMARKS: ~ U IY _ .._A....... _.....2'-11.3/' x 3-113/4 ..................CASEMENT 3547 6 BASEMENt EGRESS. _ ~ __.8......_ ._......._3'-113/4' x._5~~5 3/4 ......................_FIXED....__......................................_4765............................................~.........................DINING ROOM....._.__...._..............................._....___..........._......... ' C 2'-11 3/4' x 5'-5 3/a' CASEMENT 3565 3 STUDY,HALLWAY Q _.._....D ...................._.2-5,.3/4'_ x 2-5 3/4' CASEMENT 2929 6 GARAGE MASTER BEDROOM SUITE U E 1'-113/4:' x 5'-5 3/4' CASEMENT 2365 4 DINING ROOM,HALLWAY t\ p 1'-113/4` x 5'-113/4" _ _ CASEMENT 2371 2 MASTER BEDROOM, TEMPERED GLASS ~ G 5 -0 i x 8 0 FRENCH DOOR 6096 2 MASTER BEDROOM,SITTING ROOM t\ .........L...._u. H 2'-5 3/4' x 4'-113/4" FIXED ARCH COP CM2959* 3 HALL TO GARAGE NOT USED o 13 2'-5 3/4" x 4-5 3/4" CASEMENT 2953 3 MASTER BATH TEMPERED _ _ _ _ _ _ l K NOT USED o L 2'-13/4' x 4'-5 3~4" FIXED ARCHI TOP CM2553 3 MASTER BATH, TEMPERED GLASS _ COPYRIGHT M.........._...........2'-11._3/4'..x...5'-113/4' CASEMENt 3571 9 GREAT ROOM shoo6SCHOCHASSOCL17gS1NC. N 2'-113/x" x 2'-13/4" FIXED TRAIN50M 3525 3 GREAT ROOM ALIWGHTSRESERVED P 2'-113/4" x 1'-61/4" ARCH ?OP IFIXED _ CM3518........... 1 .GREAT ROOM Aii designs, descriptiona, apecifications, _ . and drawings are t e property of Q 2'-6 3/4 x 2'-6 314' FIXED FULL CIRCLE 30 2 ENTRY TOWER Schoch Associates, inc. Any reproduction of this document or designs and ideas contained within,isatlirectviolationof II.S cn r M and pafrnt laws R 5'-0" x 6'-10" FRENCH DIOOR 6082 1 LOWER LEVEL REC ROOM w ie Drawin s are nol to be scaled. 5 2'-101/4'! x 8'-0" FRENCH D>OOR 3496 1 3 SEASON ROOM Drdwingsmayhavebeenreproducedat ascaleother[hannoted. T 2'-8" x 7'-1" FIXED OVER CASEMENT 3559 / 6 3 SEASON ROOM ~ ~ 3525 56 I TOTAL REVISION 10/2/06 PRICING 10/13/06 PERMIT 2 WINnOW SCH~nUL~ 12/18/06 REV PERMIT ~ Lli LIGHT AND VENTILATION SCH~DUL~ ORDINAt,~CE REQUIREMENtS ACtUAL pROVIpEq DRAWN BY : DATE NATURAL LIGHT ANq VENTILATION NATURAL LIGHt AND VENTILATION REMARKS AREA _ _ _ _ _ ROOM NAME SQFt 5Q. Ft. GLASS sQ. Ft. v~l AI EXSBUb`1~ GLASS 5Q. FT. YENt DEC 18, 2006 Ffi FfRS7 FLOOR o KIT KITCHEN/ GREAT ROOM 938 75.04 37.52 92.40 101.50 GU GUEST BEDROOM 138 11.04 5,52 24.00 26,40 Dlr DINING ROOM 170 13.60 6,80 32.90 16.80 PAGE # : DE DEN 132 10.56 5.28 18,90 36.00 MP MASTER BEDROOM 310 24.80 12.40 34.90 54.40 /-~`o ~ ~ d~, MP MASTER BATHROOM 160 12,80 6.40 26,10 200 CFM 6120AN EXHAUST FAN 111 THI THREE 5EA50N ROOM 210 16.80 8.40 108.60 75.60 LC LoW~R L~v~L REi RECREATION ROOM 768 61.44 30.72 45,70* 56.60 * ADDITIONAL ARTIFICIAL LIGHT SHALL BE FROVIDED ® r s iP' DEI BEDROOM 1 133 10.64 5.32 18.20 20.00 ME MEDIA ROOM 172 13.76 6.88 * ARTIFICIAL LIGHT AND VENT SHALL 5E FROVIDED Aft p ttl J~ G 3 LIGHT & VENT SCHEDULE y> 0 N<: ~..-~......_~_-r~._.._~... fa..........._~.._~.......... . ~ ~ ~ r ~ , t ` r+~ N ~ ' ~ ' ~ • \ ~ • W ~ ~ • f ~ ~ j ~ . ~ ~ ~ i \ a ~ ~ ~ U ~ ~ ~ ~ ~ i t ~ m° ~i, ~ , ` i 3 E ' . ~ ~ , € , i , ~ ~ ,t ~ ~ i ~ i ~ ' ` V la'YTIZIM . I~ , I 1'120~'IL~ ' ~ ~ 0 • ~ ~ ~ ~ ~ ~ i 1 ~ ~ ~ WITH 0 N~ . . ~ ' { ~ ~ ~ Q C9 ' . U Q ° R E ~ i - ~ 1 i i xo ~ . ; ~ ; ~ ~ _ _ x ~ e , - ~ ` ~ ~ i...........................................................f ~ / .r t V ~ • rn • I / f iy i ~ ~ V1 I • ~ ~ ' ~ ~ ~ :x::,.,,::.: > > ~ ~ , .r ,r i' ~ ~ ~ U N . ~ , ~ 'J ~ ~ a - ..............._..~---..........n.....---.....~:..E~w®u..~_........._~~..~.•Dr1._......_.~k~. L,,.,~~r I ~~.,(~u....._......_.............---' Fy-r,.~n....---................._._._~ ~!~wY.~~........_... V/ . 3 KITCHEN CABlN1rT ~LI:YATION 2 KITCHEN CA~IN~T ~L~YATION ~ N T ~L~1/ATfON 1 TCH~N CA I ~ KI Y ~ tl 1~2"Q 1'^Op 1/2 7 ~ 0 1/2°. 1 r„Ou KAISED GRANITE , ' , ; ~ COUNTERTOP Ir^^ . S . 1v! W OWNER SUPPLIED WINE 3 ' fti. . REF. ~ ~ Z . £ ; DECORATIVE BKACKET U Q ~a...... , i - - ` - u - ~ . . t , ~ ~ . . . - - ~ . , . ~ RECESSED SIDE PANEL , - c ~ o o , MANU~'ACTUiZ~n STONE ~ I w ~ z . 51MILAtz TO ~XT~iZIOiZ ~ . . , . \ ~ 1 4 : ' n., " , 1 : , ~ ~ r \ ~ yy z ; . EASE BD ` . o ~ : . ~ • ::'t yak ' \ ~ w ' WOOD ~ SE CABINS S . , J ~ ~ • ~ W IZ BUILT-Ui' WOOn MANTEL BAIZ ~L~YATION -BACK ~ WET BA1z ~Lf?YATION ~ BACK ~ ~ ~C Q Q IM i'IZOFII.~ WITH OWN~1Z , . Tit : ~ ~ 1 ' S I I U - a ~ DAR f I I <:::; c ~ Q ~.a • ~ DECORATIVE BRA I I ; 11/4" ~ . € I I DASHED LINE INDICATES GRANITE COUNTER tOP ~ Q fED---- y U .......:r ~..w.. 1x8 tRIM - PAINTED s ~ ~ ~ ~ ~ 2i ~,5 DIE WALL BELOW D r\ ' ~ I SMOOTH SURFACE ` ' ~ RTOP . • PLYW OOD PAINTED TYP -A-2"HIGH ~cE o YP. ; ..i' I I EASE DRA i~ t~ 'AINt~Br~- ; , ' d Ci2~AT~ JACK A1ZCH OU? r 1x4TRIM-PAIN;~~~-~ = i'...::,... F; WINE I I o 0~ MANUFACTUiZED STONE .:::..:.......I € , ; aEF I h 1x4 TRIM -PAINTED ~ _ M 42 ~IiZ~pLACE , , , 0 rEn ~ o ~ HEAT N GLO GE . v. BASE BD 6D, COPYRIGHT 3,, ~ E„ ~ ~20oti SCHOCH ASSOCIATES INC, ALL RIGHTS RESERVED AA designs, descriptions, specifications, 6 w~T f3A12 f=1. 4 PLAN Vf ~W Wf~T ~3A12 BAi2 ~L~YATION BA12 ~iZONT O and drawings are the property of WET BA1z ~L~YATION -BACK ofitlshdocumentoridesignsandideastion contained within, is a direct violation of 4 T 1200M ~112~pLAC~ L~1/ATION GIZI~A II S co~v_rlght and aten evuc Dawings are no[ to 6e scaled. Drawings may have been reproduced at a scale other than noted. 0 REVISION : 10/2/06 PRICING 10/13/O6 PERMIT 12/18/06 REV PERMIT ~ ~ ~ i / \ i j ~ ~ ~ / / 0 0 II \ ` ~ \ / ~ i' \ \ / \ \ / ~ ~ DRAWN BY ; DATE DEC 18, 2006 o ~ 1 o 0 - PAGE ~ . i ~ f~ i' \ ' \ / II II i ' ~ ~ ,9 y~ ~ 'j I lYG~[*e."' C~ I f' ~i I \ ~ I \ , ` ~ \ 'i ! ~ ~ I ~ ! ~ o (31 Jj, 3-0 - - 10 MASTER BATHROOM 11 GUEST BEDIZM. BATH ELEVATION 12 LAUNDRY ROOM ELEVA ELEVATION 12 L.OWI R LEVEL BATH ELEV. ~In 112 P-O" 1/2"=1=0" _ IJ A/c n/c :p, . ..p P' ~ r ~ y i'" HWH SUMP ~ . :.o :a'. :'s ;;I II ' MECH ROOM I HWH I I x~ WPGFI i ~ I I ' i. I UNFINISHED STORAGE G B , , iiE.. ~ I I .W sl ; I I e.. I g ~ ~ U ~d I iiS ~ I I ;:3 ~ ~ n • v h ~ I I ':.s: I I I I 1 • ~ CRAWL SPACE 0 0 SIAQ ON GRADE ~ i` a.'. • V o SMOKE CARBON MONOXIDE DETECTOR DETECTOR r I.r. 3 x~ 5 C .x . x,:. -e H • W s, U . a D .o. .i;,. I OM d. e RECREATONRO _ ~.a. :e... .r . V / e.•,' iit ii! j l.P'. i~ .E ~ MEDIA ROOM `t € ~ ~=A::~ ~LECTIZICAL SYMBOLS ~1 WPG ' iii j iii ii! i SINGLE POLE SWITCH 15 AMP 120-220V A.C. ® RECESSED INCANDESCENTCEILING FIXTURE jj i ~t ~ , • SMALL TEXT ACCOMPANING SWITCH ~ ~ U INDICATES MODIFIERAS FOLLOWS; SURFACE MOUNTED INCANDESCENTCEILING FIXTURE ~ o, "D" -DIMMER SWITCH ~ "3" -THREE POLE ,y•. I , GF ,~J, DUPLEX RECEPTACLE 15 AMP 125V A,C. c~DL~ MOUNTED CLOSET LIGHT TO MEET LOCAL ELECTRICAL 3 ~ SMOKE (III ~ SMALL TEXTACCOMPANINGOUTLET INDICATES MODIFIERAS FOLLOWS: DETECTOR i~ 1 °gfi" - GROUND FAULt INTERRUPTER ~ INCANDESCENT SCONCE (WALL-MOUNTED) FIXTURE w z 5 220 -15AMP 220V A.C, RECEPTACLE U Q "42" " - A NUMBER IN INCHED INDICATES (NON-STANDARD HEIGHT F.F. • WENS GAB QUADRAPLEX RECEPTACLE 15 AMP 125YA.C. ~ INCANDESCENT PENDANT FIXTURE U z 6EDROOM ~ (JJ SWITCHED DUPLEX RECEPTACLE 15 AMP 125V A.G, C~ DIRECTIONAL RECESSED INCANDESCENT CEILING FIXTURE • ~ Q QATH R00 ~ Q JUNCTION BOX ~ ~ ~ w RECESSEDINCANDESCENTFIXTURE/EXHAUSTFAN ~ N ~ ~ 0 0 TELEPHONE JACK RECESSED EXHAUST FAN, "1"INDICATES WALL MOUNT U O , Y DATA JACK `I" ~ ~ Q Z SURFACE MOUNTED CEILING FAN -1 :,p.•.. . p.. . y ~d• Y TELEPHONE & DATA JACK ~ O 0. ~ a ~ COAXIAL CONNECTOR ~ UNDERCABINET LIGHTING UNIT ~ ~ Q Q 6. GAS LINE "o"REPRESENTS INDIVIDUAL LIGHT FIXTURE ~ ~ ~ ~ SUSPENDED TRACK LIGHTING SYSTEM b.' i THERMOSTAT "F" REPRESENTS INDIVIDUAL LIGHT FIXTURE i i i i i ~ Q i i i SURFACE MOUNTED TRACK LIGHTING SYSTEM O ..1 j i i i ® SMOKE DETEC10Rp ",~"INDICATES WALL MOUNT "a" REPRESENTS INDIVIDUAL LIGHT FIXTURE ~ Q i UNFINISHED STORAGE p:;" ( Q CARBON MONOXIDE DETECtOR U "1"INDICATES WALL MOUNT ::p , o p SUSPENDED FLOURESCENT LIGHTING FIXTURE ~ ® COMBINATION SMOKE & CARBON MONOXIDE DETECTOR ~ "~,"INDICATES WALL MOUNT R.....m..._....,~ SURFACE MOUNTED FLOURESCENT FIXTURE ~ ILLUMINATED EMERGENCY EGRESS SIGNS: COVE / DIRECTIONAL FLOURESCENt FIXTURE SHADED SECTIONS INDICATE SIGNAGE LOCATION ~ o ARROWS INDICATE DIRECTIONAL SIGNAGE (AND D'IRECTIO 2'x4' DROPPED CEILING FLOURESCENT FIXTURE _J "1"INDICATES WALL MOUNT •p. EMERGENCY/SECURITY LIGHTING WITH BATTERY'BACK- COPYRIGH-C 2'x4' DROPPED CEILING FLOURESCENT FIXTURE ~1o06SCHOCHASSOCIATESINC. f • r t~ b. INDICATES EMERGENCYCIRCUIT ALL RIGHTS RESERVED WI designs, descriptions, specrflcatans, .r .p.,.......,.. ~p'. o. ~ . r ..v. t.. .v,.: .kti.: and drawings are the property of Schceh Associates, Inc Any reproduction 5 5 P of this document or designs and Ideas LOCAL JUW6I71CT10N ELECTWCCODF..S LATESTED/T)ON ~osta'~dr~i m nes a ain `t ~iation of NEW PHONEJACKS TO HAVECAT5 (HIGH9PEEDINTEfZNE1J WI1ZE Drawings are not to be scaled. Drawings may have been reproduced at a scale other than noted. PANEL60ARD 6REAKEWCII2CUIY5 5 ~L~C7i21C LOAn CALCULATIONS: ' 0 PANEL ID:' MORCK MAIN VOLTAGE; :1201/240 REV1SlON LOCATION:. MECH ROOM PHASE; ! 111 10/2/06 PRICING MOUNTINGi. SURFACE WIRE; 3 10/13/06 PERMIT M,L.O, MAIN SIZE, 300 AMP CIRCUIT # CIRCUIT DESCRIPTION ClRC MAIN TYPE: CIRCUIT DESCRIPTION CIRCUIt # BREAKER CUI PHA BREAKER 1 REFRIGERATOR KITC 12/18/06 REV PERMIT GND SIZE WIRE SIZE CIRCUIT DESCRIPTION B;B AP! SIZE r # SE SIZE Aid B>7J CIRCUIT DESCRIPTION WIRE SIZE GND SIZE _ KITCHEN LlGHT1NG 2 _............3............_.....RANGE GRE 12 12 REFRIGERATOR 1,50 20 1 A 2 20 1.00 KITCHEN LIGHTING 12 1 GREATROOM LIGHTING 4 _ _ _ . 5 DRYER FOY 12 12 RANGE 2.20 20 3 B 4 20 1,20 GREATROOM LIGHTING 12 12 _ _ _ _ _ FOYER/HALLWAY LIGHTING 6 _ _ _ _ _ _ _ _ _ _ _ . _ _ _ 7 WASHER GUE 12 12 DRYER _ 5,00......_. 20 5 A 6 15 _ 0,80 FOYERYHALLWAY LIGHTING _ 14 14 _ I H GUEST BED LIGHTING 8 ~ o _ _ _ _ MA~ 12 12 WASHER 1,50 20 7 B 8 15 0.80 STUDY LIGHTING 14 14 _ _ _ _ . . MASTER BATHROOM LIGHTING 10 _ . _ _ _ _ _ _ _ _ _ 11 MICROWAVE MA~ 14 14 DISHWASHER 120.. _ 15 9 A 10 15 0.80 _ MASTER BATHROOM LIGHTING 14 14 _ MASTER BEDROOM LIGHTING 12 p o 13 DISP05 L GUE 14 ' 14 MICROWAVE 1.00 15 11 B 12 20 0.80 MASTER BEDROOM LiGHtING 12 12 - - - - - - - - - - - - - GUEST BATHROOM LIGHTING 14 DRAWN BY : _ . . 14 1 D IGHTING 12 12 _ _ _ . 4 15POSAL 120 15 13 A 14 15 0.80 GUESt BATHROOM L 15 FURNACE UNIt GAR GARAGE DOOR OPENER 16 DATE _ _ _ _ _ _ 17 FURNACE UNIT GAR 12 12 FURNACE UNIT 120 20 15 B 16 15 0.50 GARAGE DOOR OPENER 14 14 _ GARAGE DOOR OPENER 18 .......BSMTRECROOM.LIGHTING .............20.......... DEC ~ 8, 2006 1 IR ON ITIONER B5b 12 12 'FURNACE UNIT 1.20 20 17 A 18 15 0.50 GARAGE DOOR OPENER 14 14 1 BSty 10 10 -AIR CONDITIONER 920 19 B 20 15 0.80 BSMT REC ROOM LIGHTING 14 14 _ BSMNt BEDROOM LIGHTING 22 S0 23 AIR CONDITIONER BSIv 10 10 AIR CONDITIONER 21 A 22 15 0,80 BSMNtBEDROOM LIGHTING 12 12 _ . . _ BSMENT BEDROOM LIGHTING 24 _ _ _ _ _ 25 KITC 10 10 AIR CONDITIONER _.9,20..._._ 23 B 24 15 0.80..__._ BSMENTBEDROOMLIGHTING 14 14 KITCHEN OUTLETS 26 . _ 30 _ _ . MA~ 27 SUMP PUMP 10 10 'AIR CONDITIONER 25 A 26 15 0,80 KITCHEN OUTLETS 14 14 _ _ _ _ . _ _ _ _ MASTER BATHROOM OUTLETS 28 _ _ _ _ 29 BSMNT BATHRM LTG GUE 14 14 SUMP PUMP _ _ _...0.80.,_ 15 27 B 28 15 ....1,00.. MASTER BATHROOM OUTLETS 14 14 GUEST BATHRM OUTLETS 30 ~AGF # ATHRM OUTLETS EX1E 14 14 BSMNT BATHROOM LTG 0.50 15 29 A 30 15 0,50 GUEST BATHRM OUTLETS 14 14 - - EXTERIOR OUTLETS 32 I~ c II ~ - - - 33 BSMNT CLOSET LIGHTING 5MC 14 14 BSMNT BATHROOM OUTLETS 0.50 15 31 B 32 15 (0.50 EXTERIOR OUTLETS 14 14 . SMOKE DETECTORS 34 1111 _ _ _ _ _ _ _ _ 35 BSMNt OUTLETS FIR° 14 14 BSMNT CLOSET LTG 0.50 15 33 A 34 15 0.80 SMOKE DETECTORS 14 14 FIRST FLOOR OUTLETS 36 _ _ _ _ _ _ _ . 37 SPARE FIR° 1.4_ i 4 BSMNT OUTLETS 0,80 15 35 B 36 15 (0,50. _ FIRST FLOOR OUTLETS 14 14 FIR57 FLOOR OUTLETS 38 _ _ _ _ _ _ . _ _ _ _ . ~a aneac cn n 14 14 SPARE - 15 37 A 38 15 0,50 FIRST FLOOR OUTLETS 14 14 ar n L....._L.._.I ar nnc............_.._ L.......... ._.1-.V........._. 14 14 SPARE 15 39 B 40 15 SPARE 14 14 CONNECTED LOAD PANEL SUMMARY: PHASE A: 27.00 KVA 115.00 AMPS PHASE 13: 24.10 KVA 100.42 AMPS 13AOEMENT LIGHT & POWER PLAN TOTAL; I 6190 I KVA I 210.42 I AMPS Ve.Wst 2~'.s~ ! 0 ® l ::i?>n::::, (v::: 'I' . x~ .w •g U ~ n A/c A/c WPGFI WPGFI , GFI V Q . , G G • - = - ra-F-=-~ GF i O r.. G , , • , D • U o , , KITCHEN poweRFOR DININ ROOM DI5p05AL , , n x ° ~ ` Ii I; ~ ~ I1 GUEST QEDROOM CLOSET .x IIIM I it If ° I ~ T . ~ ~ rr^ vi ` I FI ~ GFI ;I 6ATHR OM GFI ~GFI • ~ ~ ~ I I I i .I fl 4?r 20 , ti I! ~ II iI II ` ~~AF I , ti~ryc I Y'i`p . ,,f ~ it i I! I II I GARAGE ~t w: r., SMOKE I 1 1 I I i ! f N ~ ~ nETECroR I g L U DRY it I! II !I II I 5 Tt ACH POWDER I , ~ c~ , C'ROYIDE J-BOX A 01' 0~ E I! i t I I I ! COLLAR TIE FOR LINEAR LIGHT FIXTURE ROO I r it I; 'I II I DNtFn ° ' I I ~ 1 ~ tt.. i E~ I r ~ ~ F ~i J J J J J - ~ ~ I I I I t,r~~ . : Vii' ; t I GREAT R , I ~ U'`~ ~ ` li EI ' II !I II Io ~ ~ oxIDE I I I z,>, SMOKE . ii DETECTOR I I i i t . I I I I ~ ~ DETECTOR 3 C II I' I I ; I I I I i i € E 8 I i i i R i i FL00R OUTLET - TYP. I I , , ~ ~ s ( ~ o LOCATED BY~WNER I ~ ~ I I I I t"~ ~ li If 14 II ~ ~w I I I I ~ ~ g ~ ; ~ ~ I I I I ~ I I l i I I ' I (I I~~ r ~ ' . I ~iFl I I iI i II it fl ~ PGFI I ~ ~I E €E ~ II I II I II i i E t 3 ~ ~ I ~ ~ EI __..__...._....1 E { FOYER ~ 42" I I I I I I i t I! i i i I ~ ~ ~ I WPGFI , ~ ~ ~ ~ ~ , p F~ W z Ft f , Q ~ ~ {I i ~ (I i I i ~ i ~ ~ , , z ,q ( ~ 2 i GFI i s A5 a ti ~ i y; i ~ O ~LECTiZICAL SYMBOLS W Q w ~ ~o , ~ ~ 1 i WINE GFI U I REF 42" I RECESSED INCANDESCENTCEILINGFIXTURE • ~ ~ T SINGLE POLE SWITCH 15 AMP 120-220V A.C. • SMALL TEXTACCOMPANING SWITCH U ~ INDICATES MODIFIER AS FOLLOWS; ~ SURFACE MOUNTED INCANDESCENT CEILING FIXTURE ~ W "D" -DIMMER SWITCH • Q 2 3 " 3" -THREE POLE Q; ~ - J WALL MOUNTED CLOSET LIGHT TO MEET LOCAL ELECTRICAL O DUPLEX RECEPTACLE 15 AMP 125V A.C. CODE ~ 0.. ~ SMALL TEXTACCOMPANING OUTLEt • ~ INDICATES MODIFIER AS FOLLOWS: ,l, ~ WCANDESCENt SCONCE DEN - gfi -GROUND FAULT INTERRUPTER -i}i (WALL-MOUNTED) FIXTURE ~ Q Q WpGFI "220" -15AMP 220V A.C. RECEPTACLE T ~ - \ _ "42" " - A NUMBER IN INCHED INDICATES (NON-STANDARI7~ HEIGHT .F.F. U 1NCANDESCENT PENDANT FIXTURE • QUADI~APLEX RECEPTACLE 15 AMP 125V A.C. ~ ~ r~ ~ O Q 3 SEAS ~ ~ ROOM SWITCHED DUPLEX RECEPTACLE 15 AMP 125V A.C. ~ DIRECTIONAL RECE55ED INCANDESCENT CEILING FIXTURE ~ 3 - O Q JUNCTION BOX ~ Q U RECESSED INCANDESCENT FIXTURE/EXHAUSTFAN U 3 TELEPHONE JACK ~ ~ 1 RECESSED EXHAUST FAN,"1"INDICATES WALL MOUNT p Y c U o t 0 Y Y DATA JACK r\ Y TELEPHONE & DATA JACK 5URFACE MOUNTED CEILING FAN c O-- COAXIAL CONNECTOR o 0 a UNDERCABINET LIGHTING UNIT ~ GA.. G~ GA5 LINE "o" REPRESENTS INDIVIDUAL LIGHT FIXTURE ~ ~ ,Il ki i E: t I , ~ ~ ~ ~ ~ ~ ~ MASTER(3EDR0 M n SUSPENDED TRACK LIGHTING SYSTEM COPYRIGHT `Ir THERM05TAT "Q" REPRESENTS INDIVIDUAL LIGHT FIXTURE 62oo65G10CHAS50C1ATfSlNC. ALL RIGHTS RESIERVED All designs, descriptions, spedfications, MASTER 5 I ~ OSET DRESSIN ~ I!; . ~ ~ I QATH ROOM SURFACE MOUNTED TRACK LIGHTING SYSTEM and drawings are the property of ® SMOKE DETECTOR,"j"INDICATES WALL MOUNT "II"REPRE5ENT51NDIVIDUALLIGHTFIXTURE of this documentordesignsandideastion ~ I: ' : OECI< SMOKE I I , contained within, is a direct vitiation of DETECTORII c ~ Qc CARBON MONOXIDE DETECTOR pawingsmayhave6eeoreproducedat I~~:I a~l:i 1 1NDICATES WALL MOUNT a scale other than noted W ~ SUSPENDED FLOURESCENT LIGHTING FIXTURE Itllt~. 'ul''i I, ® COMBINATION SMOKE & CARBON MONOXIDE DETECTOR "1"INDICATE5 WALL MOUNT SURFACE MOUNTED FLOURESCENT FIXTURE o ILLUMINATED EMERGENCY EGRESS 51GNS: COVE / DIREC110NAL FLOURESCENT FIXTURE (~$10]v ; SHADED 5ECTION5INDICATE SIGNAGE LOCATION 10/2/O6 PRICING GF GFI ARROWS INDICATE DIRECTIONAL SIGNAGE (AND DIRECTI(0 2'x4' DROPPED CEILING FLOURESCENT FIXTURE 1 INDICATE5 WALL MOUNT 10/13/06 PERMIT EMERGENCY / SECURITY LIGHTING WITH BATTERY BACK- 12/18/06 REV PERMIT 2'x4' DROPPED CEILING FLOURESCENT FIXTURE "\"INDICATE5 EMERGENCY CIRCUIT N t LL ELECrrlclCAL WOKK 5HALL COMPLYWITI-1 THE o. o LOCAL JUKISDICTION ELECTt21000DES (ATEST EDI TION NEW I'HONEJACK5 TOMAVECAT 5 (HIGHSf'EEDINTEKNEn WIfZE © ~ DRAWN BY DAh DEC 18, 2006 o o PAGE # lE~ll~~ ~ e a ~ 7 FIROT FLOOR LIGHT & POWER PLAN rig°~f=o• YbCH a