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04201276 Permit File
Division of Boil ding Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/761-6556 CITY OF DUBLIN Inspection Line: 614!761-6557 CLOSED INCOMPLETE TO: FILE FROM: h DATE: 44 - 2.- Z0CQc, PERMIT NUMBER: c) 4 - C,?-C) C. ADDRESS: CjrCa e_ JOB NAME: r1 S P)4 THIS PERMIT WAS CLOSED WITH THE STATUS OF CLOSED INCOMPLETE DUE TO THE STATUTE OF LIMITATIONS EXPIRING. 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 . . . . . 04-00201276 Date 7/26/07 Revision number . . . . . . . 2 Property Address . . . . . . 7841 BREEN CR Parcel Number: 273-008385 Alternate Address: ESTATES @ SCIOTO CR 5 Tenant nbr, name . . . . . . BLDG TYPE A Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . SAWMILL PARTNERS INVESTMENT CO Contractor . . . . . . . . . PRESIDENTIAL CONSTRUCTION, INC Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . PER EXT TO 3/30/08 Permit Fee . . . . 340.00 Plan Check Fee .00 Issue Date . . . . 2/08/05 Valuation . . . . 0 Expiration Date . . 3/30/08 Qty Unit Charge Per Extension BASE FEE 140.00 5.00 40.0000 RES BLDG PLAN REVIEW 200.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . PER EXT TO 3/30/08 Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . 2/08/05 Valuation . . . . 0 Expiration Date . . 3/30/08 Qty Unit Charge Per Extension BASE FEE 40.00 5.00 20.0000 RES HVAC 100.00 Permit . . . . . . PLUMBING PERMIT Additional desc . . PER EXT TO 3/30/08 Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . 4/05/05 Valuation . . . . 0 Expiration Date . . 3/30/08 Qty Unit Charge Per Extension BASE FEE 50.00 22.00 10.0000 EA RES PLUMBING >1 FIXTURE 220.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . PER EXT TO 3/30/08 Permit Fee . . . . 90.00 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 . . . . . 04-00201276 Date 7/26/07 Revision number . . . . . . . 2 Issue Date . . . . 2/08/05 Valuation . . . . 0 Expiration Date . . 3/30/08 Qty Unit Charge Per Extension BASE FEE 40.00 5.00 10.0000 RES ELECTRICAL LOW VOLTAGE 50.00 Special Notes and Comments The side and rear elevations on Buildings 1,6,7,8,9,44,45, 47,49, and 53 are to be upgraded as noted on the approved plans. All permits for entry feature signs for Subarea 4C will require separate Planning Commission Approval and sign permits. All light poles are to be dark in color and coordinate with the adjacent developments. Text and deed restrictions are to require that one owner can own no more than two units. Protect landscaping as per Dublin's Landscape Inspector at (614) 410-4660. Trees six inches in caliper or greater at DBH must be protected prior to and during all phases of construction - including grading activities. Maintain/install protective tree fencing during all phases of construction. On-site inspection required at completion of installation. Contact Code Enforcement Officer at (614) 410-4600. Screen all mechanical units and service structures to top of unit including utility features and roof top mounted equipment. Contact Land Use and Long Range Planning 410-4600. Fee summary Charged Paid Credited Due Permit Fee Total 840.00 840.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 840.00 840.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 04-00201276 Date 3/29/07 Revision number . . . . . . . 2 Property Address . . . . . . 7841 BREEN CR Parcel Number: 273-008385 Alternate Address: ESTATES @ SCIOTO CR 5 Tenant nbr, name . . . . . . BLDG TYPE A Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . SAWMILL PARTNERS INVESTMENT CO Contractor . . . . . . . . PRESIDENTIAL CONSTRUCTION, INC Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . 6 MONTHS EXTENSION Permit Fee . . . . 340.00 Plan Check Fee .00 Issue Date . . . . 2/08/05 Valuation . . . . 0 Expiration Date . . 9/30/07 Qty Unit Charge Per Extension BASE FEE 140.00 5.00 40.0000 RES BLDG PLAN REVIEW 200.00 Special Notes and Comments The side and rear elevations on Buildings 1,6,7,8,9,44,45, 47,49, and 53 are to be upgraded as noted on the approved plans. All permits for entry feature signs for Subarea 4C will require separate Planning Commission Approval and sign permits. All light poles are to be dark in color and coordinate with the adjacent developments. Text and deed restrictions are to require that one owner can own no more than two units. Protect landscaping as per Dublin's Landscape Inspector at (614) 410-4660. Trees six inches in caliper or greater at DBH must be protected prior to and during all phases of construction - including grading activities. Maintain/install protective tree fencing during all phases of construction. On-site inspection required at completion of installation. Contact Code Enforcement Officer at (614) 410-4600. Screen all mechanical units and service structures to top of unit including utility features and roof top mounted equipment. Contact Land Use and Long Range Planning 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 . . . . . 04-00201276 Date 3/29/07 Revision number . . . . . . . 2 Special Notes and Comments 410-4600. Fee summary Charged Paid Credited Due Permit Fee Total 340.00 340.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 340.00 340.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 04-00201276 Date 2/02/05 Revision number . . . . . . . 2 Pin number . . . . . . . . . 669232 Property Address . . . . . . 7841 BREEN CR Parcel Number . . . . . . . . 273-008385 Alternate Address . . . . . . ESTATES @ SCIOTO CR 5 Tenant nbr, name . . . . . . BLDG TYPE A Application description . . . RES SINGLE FAMILY DETACHED Property owner . . . . . . . SAWMILL PARTNERS INVESTMENT CO Contractor . . . . . . . . . PRESIDENTIAL CONSTRUCTION, INC Structure Information Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 340.00 Plan Check Fee .00 Issue Date . . . . _8_05 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 5.00 40.0000 RES BLDG PLAN REVIEW 200.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 40.00 5.00 20.0000 RES HVAC 100.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 90.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 40.00 5.00 10.0000 RES ELECTRICAL LOW VOLTAGE 50.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN R Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 04-00201276 Date 2/02/05 Revision number . . . . . . . 2 Pin number . . . . . . . . . 669232 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments The side and rear elevations on Buildings 1,6,7,8,9,44,45, 47,49, and 53 are to be upgraded as noted on the approved plans. All permits for entry feature signs for Subarea 4C will require separate Planning Commission Approval and sign permits. All light poles are to be dark in color and coordinate with the adjacent developments. Text and deed restrictions are to require that one owner can own no more than two units. Protect landscaping as per Dublin's Landscape Inspector at (614) 410-4660. Trees six inches in caliper or greater at DBH must be protected prior to and during all phases of construction - including grading activities. Maintain/install protective tree fencing during all phases of construction. On-site inspection required at completion of installation. Contact Code Enforcement Officer at (614) 410-4600. Screen all mechanical units and service structures to top of unit including utility features and roof top mounted equipment. Contact Land Use and Long Range Planning 410-4600. Other Fees . . . . . . . . . RES BLDG INSPECTION 300.00 RES CERTIFICATE OF OCC 20.00 SEWER INSPECTION FEE 90.00 Fee summary Charged Paid Credited Due Permit Fee Total 640.00 .00 .00 640.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 410.00 .00 .00 410.00 Grand Total 1050.00 .00 .00 1050.00 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 PRESIDENTIAL CONSTRUCTION, I 3895 STONERIDGE LN. DUBLIN, OH 43017 June 05, 2007 RE: Building Permit Nearing Expiration Application Number' Q.~01276 Address: 78,41 BREEN'CR Project Description: `BLDG TYPE A Dear PRESIDENTIAL CONSTRUCTION, INC: The Building Standards Division records indicate that the above-mentioned permit will expire on September 30, 2007 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, i Jeffrey Tyler Chief Building Official CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 PRESIDENTIAL CONSTRUCTION, I 3895 STONERIDGE LN. DUBLIN, OH 43017 September 22, 2006 RE: Building Permit Nearing Expiration Application Number: 04-201276 Address: 7841 BREEN CR Project Description: BLDG TYPE A Dear PRESIDENTIAL CONSTRUCTION, INC: The Building Standards Division records indicate that the above-mentioned permit will expire on October 23, 2006 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, 9- ~Suz&_ Jeffrey Tyler Chief Building Official HUU-Gb-GFJYJ4 1J•Gl t-irY. OT Vurii1ri •<-++•~-+i APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER Issued in Ohio Under Authority of 0 Auditors Taxing District Parcel Number Address of Property 7C> 4 I IJ G GIB C'~,~`"=`y]] : L L ~ Subdivision '''~Gid•~'G'sCse' CjG+v~'Ys't''oSSt+~?' Lot Applicant's Name: • ~•t' 'bV"G ~'t"d ' CPhone Number. t-24 ~.2AS jtat~~l~stww s ~ • Email Address: Fax Number: z.?A -4i7 ;(e Owner's Name: GjLS o'#b' ~+r'°`"^~~• w6 Phone Number lqZl~P L Address: 'home•~ON`>~'.t ~t ~..ZNt ~ ,~ll~~e'v? 1 ¢In~ w Designer's Name: t aNN~ S mid G • AKt~1..; Phone Number: 2~"1- ZoB~ 0 Address: &.01 CY74 t ti • Builder's Name: r1~C51 dGl~hz~ G0VIAP XVt•h04 , Phone Number: Z oC~ Address: **tpg0) AobAa jLtae,d (Lpvlt Auilder's iD: . • ' Type of Improvement: 144W C" fs't%lj 4*6 Improvement Cost: Number of Bedrooms:: Heating Fuel: 9V Number of Gas Appliances per Unit:. Number of Baths. Sewage Disposal: Garage `rt y Building Height: Water Supply: ~i 1tsi Number Car Garage: c uilding Zoning 0 Unfinished Basement Lot Area .3 ' C 3 aT~ Finished Basement -Two. Level Iota! % Occupied by Structure Lower ~G10'ra C:o;451 Front Setback 1 st Floor z/ . V • e 2nd Floor - Rear Setback ° 3rd Floor - Right Setback Other . , , ~I/eAI~6-• ~~/p~+• • Left Setback Gar age +''e'2, = • . ' f I Lot Width at Building Line • ' ' • • Deck/Screened In Porch ' Gross Square Feet 3 ,2_81 Zoning District Building Area at Ground Level r " t., Existing Use of Property = ; ' ; i• , , o Living Arena Flood Plain yes r,, I The ownrr of tl%is building and ttrt&M do haft covenant Wva to comply with all the laws of the Stm of 44 ai Ohio and the ordinanca of this jurl petwnins buildings, and to constntot the prepond building u or sauetum or shrugs alters ' ac with the plans and specificaowns submitted herewith, and certify all is aitwl uio~+, drawings and spee9Rioadow Ara to the a C best of their knowledge, true Sipattze of App11 1 Date Received D e ed Date Received viL4D1Nrs Date Approved Date Approved Date Approved 1~ TOTAL P•01 6 08/26/2004 THU 15:18 [TX/RX NO 71381 1a001 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) o -a©/a7(o Application No. Date v~'y5 ? New ? Remodel ? Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 7o"y) le- Parcel No. Subdivision/Project Name .~G%a`~"a ~205?JGp Lot No. Owner's Name Telephone Contractor's Name 5• 1 Telephone 2) q _L1 ql f Contractor's Address 3Sy~ 5_Pe,n Registration Number 05 Does the sewer discharge into an individual sewage disposal system o sanitary se r? How far distant from any dwelling, well or cistern is the sewage tank? yL What is the size of the main drain? 1 Q~Of what materials do the vent pipes consist? Of what material does the house drain consist? 1 V l *INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ AM? Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ 7-70 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 Hot Water Heater Sterilizers Bath Tubs Interceptor Sump Pump / Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays / Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets / Water Closets Dish Washers / Roof Drains Water Lines / Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains / Sewage Ejectors Other Garage Catch Basin GRAND TOTAL CATER TANK RELPLACEMENT FEE $35.00 Division of Building Standards Application Number . . . . . 04-00201276 Date 4/05/05 Revision number . . . . . . . 2 Pin number . . . . . . . . . 669232 Property Address . . . . . . 7841 BREEN CR Parcel Number . . 273-008385 Alternate Address . . . . . . ESTATES @ SCIOTO CR 5 Tenant nbr, name . . . . . . BLDG TYPE A Application description . . . RES SINGLE FAMILY DETACHED Property owner . . . . . . . SAWMILL PARTNERS INVESTMENT CO Contractor . . . . . . . . . PRESIDENTIAL CONSTRUCTION, INC Structure Information Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 22.00 10.0000 EA RES PLUMBING >1 FIXTURE 220.00 Special Notes and Comments The side and rear elevations on Buildings 1,6,7,8,9,44,45, 47,49, and 53 are to be upgraded as noted on the approved plans. All permits for entry feature signs for Subarea 4C will require separate Planning Commission Approval and sign permits. All light poles are to be dark in color and coordinate with the adjacent developments. Text and deed restrictions are to require that one owner can own no more than two units. Protect landscaping as per Dublin's Landscape Inspector at (614) 410-4660. Trees six inches in caliper or greater at DBH must be protected prior to and during all phases of construction - including grading activities. Maintain/install protective tree fencing during all phases of construction. On-site inspection required at completion of installation. Contact Code Enforcement Officer at (614) 410-4600. Screen all mechanical units and service structures to top of unit including utility features and roof top mounted equipment. Contact Land Use and Long Range Planning Page 2 Application Number . . . . . 04-00201276 Date 4/05/05 Revision number . . . . . . . 2 Pin number . . . . . . . . . 669232 Special Notes and Comments 410-4600. Fee summary Charged Paid Credited Due Permit Fee Total 270.00 .00 .00 270.00 Plan Check Total .00 .00 .00 .00 Grand Total 270.00 .00 .00 270.00 • CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. APPLICATION FOR ELECTRICAL PERMIT , Job Address Parcel No. ' c/3 5r y Lot No. Subdivision Owner Name,- TQ It/ &22191 Telephone Contractor Name V Y Telephone rT^ JAIII Contractor Address dAW/"dVj"j Dublin Registration No. ` Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $30.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total It Kalm JOB DESCRIPTION l / " This permit is granted on the express condition that the said wprk shall in a spects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric der ulatin nst tion, in ation, repair and alteration, and may be revoked at any time upon violation of any pr 1o said s Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 ' CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 04-00201276 Date 6/03/05 Revision number . . . . . . . 2 Pin number . . . . . . . . . 669232 Property Address . . . . . . 7841 BREEN CR Parcel Number . . 273-008385 Alternate Address . . . . . . ESTATES @ SCIOTO CR 5 Tenant nbr, name . . . . . . BLDG TYPE A Application description . . . RES SINGLE FAMILY DETACHED Property owner . . . . . . . SAWMILL PARTNERS INVESTMENT CO Contractor . . . . . . . . . PRESIDENTIAL CONSTRUCTION, INC Structure Information Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 40.00 5.00 20.0000 RES ELECTRICAL SERVICE 100.00 Special Notes and Comments The side and rear elevations on Buildings 1,6,7,8,9,44,45, 47,49, and 53 are to be upgraded as noted on the approved plans. All permits for entry feature signs for Subarea 4C will require separate Planning Commission Approval and sign permits. All light poles are to be dark in color and coordinate with the adjacent developments. Text and deed restrictions are to require that one owner can own no more than two units. Protect landscaping as per Dublin's Landscape Inspector at (614) 410-4660. Trees six inches in caliper or greater at DBH must be protected prior to and during all phases of construction - including grading activities. Maintain/install protective tree fencing during all phases of construction. On-site inspection required at completion of installation. Contact Code Enforcement Officer at (614) 410-4600. Screen all mechanical units and service structures to top of unit including utility features and roof top mounted equipment. Contact Land Use and Long Range Planning 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 . . . . . 04-00201276 Date 6/03/05 Revision number . . . . . . . 2 Pin number . . . . . . . 669232 Special Notes and Comments 410-4600. Fee summary Charged Paid Credited Due Permit Fee Total 140.00 .00 .00 140.00 Plan Check Total .00 .00 .00 .00 Grand Total 140.00 .00 .00 140.00 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. FILE COPY PLANNING AND ZONING COMMISSION RECORD OF ACTION DECEMBER 4, 2003 CITY OF DUBLIN.. Division of Planning 5800 Shier-Rings Road Dublin, Ohio 43016-1236 Phone/1DD:614-410-4600 Fax: 614-410-4747 Web Site: www.dublin.oh.us The Planning and Zoning Commission took the following action at this meeting: 5. Final Development Plan 02-095FDP - NE Quad PUD, Subarea 4 - Sawmill Condominiums, Section 4C - Sawmill Road, future Emerald Parkway, and future Wyandotte Woods Boulevard Location- 72.744 acres to the west of Sawmill Road and consisting of two contiguous sites: 45.22 acres on the west side of Sawmill Road between Saltergate Road and Copperhill Drive; and 27.53 acres located on the northwest corner of Hard Road and (future) Emerald Parkway. Existing Zoning: PUD, Planned Unit Development District (NE Quad plan). Request: Review and approval of a proposed final development plan for Section 4C of Subarea 4 under the provisions of Section 153.056. Proposed Use: A development of 60 duplex and single-family condominium units, one acre of open space, and approximately 2.0 acres of wetlands as part of an overall 450-unit condominium and apartment development. Applicant: Summit View Associates, Sawmill Partners Investment Company I and II, 1798 Frebis Avenue, Columbus, Ohio 43206-3729; represented by Ben W. Hale, Jr., Smith and Hale Attorneys, 37 West Broad Street, Suite 725, Columbus, Ohio 43215. Staff Contact: Chad D. Gibson, AICP, Senior Planner. MOTION: To approve this final development plan because it incorporates multiple building elevations and types with high-quality building materials which provides architectural variety and diversity as requested by the Commission, it includes basement options for the units as requested by the Commission, and preserves the existing wetlands along Sawmill Road as recommended by the Community Plan, with 18 conditions: 8, 9, 44, 45, 47, 49, and 53 1) That the side and rear elevations on Buildings 1, 6, 7, be upgraded to include brick or stone water tables, subject to staff approval; 2) That all material samples submitted be acceptable to the Commission and staff, 3) That a final development plan for signage be submitted by February 1, 2004; 4) That the landscape plan be revised to include the augmentation of the wetland area with additional plantings, and address the comments in the staff report; Page 1 of 2 PLANNING CQ MISSION RECORD ACTION DECEMBER 4, 2003 5, Final Development Plan 02-095FDP - NE Quad PUD, Subarea 4 -Sawmill Condominiums, Section 4C - Sawmill Road, future Emerald Parkway, and future Wyandotte Woods Boulevard (Continued) 5) That a comprehensive tree survey be submitted; - of the City nginee 6) That all roads be constructed per the Columbus fo he SawmEl Roadraccess be the 7) That any improvements required by responsibility of the developer; g That a sanitary sewer stub be extended to the north property line, with final design and placement subject to staff approval; That occupancy of any structure be prohibited until the sanitary sewer is available 9) for use, subject to the satisfaction of the City Engineer; 10 That stormwater management design be to the satisfaction of the City Engineer; 11) That written evidence of permission to perform necessary work (entrance to Engineer; be provided prior water line, and bikepath) be obtained froyn Columbus approval of the construction drawings by the City 12) That the plan be revised to include better1 pedestri0an feet between connect vity to the NE Quad 13) That the plan be revised to include Park; 14 That the light poles be dark in color and coordinate with the adjacent lower developments; aced with wattage 15 That the proposed 60-watt coach lights be r be submitted that complies with;Code, 16) That a fencing detail for the clubhouse pool subject to staff approval; 1 That text and deed restrictions require that no more than two units can be owned by one owner; and 18) That the front bikepath along Sawmill Road meander with landscaping; subject to staff approval. * Ben W. Hale, Jr. agreed to the above conditions. VOTE: 6-1. RESULT: This final development plan was approved. STAFF CERTIFICATION Frank A. Ciarochi, Acting Planning Director Page 2 of 2 CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 x Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: 2gq Company: 1 PY1 Site: (Provide ail Plot Plan of Lot) / j~ J Lot No: Application No: Le- ~ ?601ubdivision: 6I D PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved pproved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 54.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean. Street/Clean Sidewalk Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (Q.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 3 -74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: { Contact Building Division at 10-4680 for re-inspection when work has been completed. The Engineering Final Inspection r~v p ' requesti an Occupancy Inspection by the Building Di isio . Inspector. Date: Z v Re-Inspec ion: Approved ? Disapproved ? Conditional Inspector: Date: Engineering Fi In ectio WHITE - Site YELLOW - File E 304 rev. 12/04 PP Division of Building Standards Soo Shirr Rincs Road Dublin, Ohio 43016 Phon_. %'fMD 614/-1.10-4670 CITY OF DUBLIN Insptct;,1nLine: 614/410.4630 PLAN REVIEW CHECKLIST v Application No.O7 -o?0/.Z o CL E tj u Date Reviewed 9' / O y u a o o a c - U M. c Plan Reviewer's Comments & Notes Reviewed By I o ° c : U Z v a < 41 U el Q Approved - o 0980 tiWdd1 Energy Coda V EC Cnec.: „arlsneotre;.:•:J Manual JlElecuic Loads we Hjuses over 3.000 Sq Ft. Ordnance Stair Risers 6 Treads K ? ? 7X4'm.Lr. r.';or 10'min. r-.es'; and69'hoaJ(ciom 314 7 St airway l11Uminj;i0n 315 1 Handrail, L Gulydra;l; 315 3 S:hOQurO; R.-,;,,;red Cn Fla'i route;. j~,N-oris j---d 303 light G Ven;JJ;iOn Sc11Cdu1Cs 0/(~ ? ? SunraCmf 300' Sanitation • Ficiura Clearance ? - - F,gvro 307.2 307 303 RCCrar.:d Sa:Cty Glazing - - - - 309 AUtached Gara)^ Firo Separation Qr~ / / la'g's c. or?Om:n. doors 513'Syp• 6d. Tyre W on V 3l1 common Iva//, per Cirlof:~njnco 310 Bedroom Emvgcney Egro;s 5.7 sq. It. (22' not hql• 20'r-r %.fd:h) m..Lr• tvin,ow still V/ hgr. Ot 44' o I. 311 Exit; ? - 311.5 Interior Door; o ? Jath 2'v'x 6'8', haNtable s:--:e 2'6':r 69'(min) 312 Landing; tiGnimvm3'xX 0114, ^rstair Proteclion 112' gyp. Bd. Type W oko Dotactor Location; Bsml.~allr~aynoedr~ms t r:;; IJFr,'r-e e7eCrrfCrba::2ry ? oack • up/nterconnected bon l,lonoddo Detector t3 /C. Oulsida sleeping areas m plastic separation bearing capacity Use 2. LIN pst ling/pier.'pad size L location(s) ndation anchorage 1/2' anchor boll C 6'0' cc:7'ir.:o mas:rry d ecncra:a a0» Foundation v,3il sizes L reinforcements Stamped engineered (ovrr 4':n pla,•t r.- vired lcr ? ? houses and additicrs »05 Foundation drainage systems 405 Damprooling or rraterprooling 502 3 Floor joist(s) 2:I0,rable spans Lumber specifications re,t :e: or. dra.l.rres 1 502.3.» Allc:rable girder spans ? Per Tales 502.3.4(() d 50-- 4(2) " 502.» 3' 3: ing It 112' kr i,acd G 502.9 Flecr Trusses 000'1 1 Enpnaered design ragtdre: z: Frame 1.-s;eclr'cn Apr 06 2005 12:53PM HP LASERJET FAX p•3 04/06/2005 EM 13:31 FAA 914 428 7755 ADVANZ CIVIL DESIGN X003/003 CI'!'''Y OF DUBIa N ' Obrl lM 41 RWWl" 9landw* & Wo a3hIM.~Rir Road • 01MM ON0 4101af MOM 1614) 410-079 • inspeotlrtn Llna: (074) -110-aw AP01c an Number. (o SUMV R RUII.DaMIG LOCATION M* FIIW FLOOR ELAVArON OdllTl WATiOff FOW a. MWOM90 d+ de lwft mail the realawanp loaatlon of buffft0 and dwmftn of mp of"lbandatlen WWI at am Mbranoed wopalw. it Is the bulkler%-reeporwblldyto IftEM OS d O Iaodlon aad oWoodm at Ow pop e#thr bunddbn wo plus ow tamp! fl$W %f*bM w Pop the apprond Pry aOrmply WIM ED ¦ft plan epp vvod hV the OW of a7uaalfn M ralrnrrree ea l* GUY of dub6rt Coditd grilmon 41 Pro Ownorl CA t I r? Ts-^ T Go alubdlvfdm: GIo sZ' Lot Ntimber. uIC.A1N6, .5~ Addnrael KIP C App VVW Faundouo n lI wdlon F*l rlbow mom sh lsvel. MEW Top of Raundedw Z rat abow moan ¦ e bw1. fig(E OPP py ~ brlgl sod: DOUGLAS 9AJA ~ 4AAL Fin . x AablhO Su t ' q S-78~~ O O ONA6 TW Ibna ti M bosom~ prbr by 1hl.tound#IIeA blePralse~l end /r111O1 be mode arMlebM emdit wash the "pravvd pftls. oq~rllNry 0l.Nf4 , 2 d xed t~rNasM~ ,~H uao~ ~ o s~nna ~o .add • • STIES WASHINGTON TOWNSHIP I;f `OV Oo J .4y FIRE DEPARTMENT P* ty 6279 Shier Rings Road`,. F( '•FRAN Dublin, Ohio 43016-1294 'r ?k `~U&y 614-889-2347 • Fax 614-766-2507.' DATE: December 27, 2004 TO: Bob Price, Director Division of Building Standards City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 ATTN: Martin Strayer, Commercial Plan Reviewer RE: Washington Township's Fire Department Plan Review PERMIT 04-201276 LOCATION: 7841 Breen Circle Bldg type 5/A PROJECT: The Estates at Scioto Crossing 1' h RECEIVED: Dec l 2004 Mr. Strayer: We have reviewed the plans for the referenced project dated 08/27/04, revised in October 2004 and submitted to the city for review on Dec 12004 for matters of concern to the Washington Township Fire Department regarding rules of the 2002 Dublin Fire Code (DFC) relating to fire prevention. While the construction drawings were specific to only one single family residence shown on the site development drawings this review of site matters encompasses what is identified as Subarea 4C in its entirety. We did not review the structure. We are able to recommend approval of the site plan as submitted. 4MarfDph4am the opportunity to review the plans. WNSHIP FIRE DEPARTMENT , c itect/Plans Ex aminer Alan Perkins, CFPS (614) 488-4009 Fire Prevention Captain MAI'lan Reviews\W ashington Township\Reviews 03-04\04-201276(l) f CBO.wpd Trustees: Gene Bostic • Denise King • Kurt Proegler C1erWTreasurer: Joyce E. Robinson Administrator: Tom Spring Chief: Allan Woo Kontogiannis & Associates A r c h i t e c t u r e P l a n n i n g D e s i g n October 27, 2004 Mr. Robert Price City of Dublin 5800 Shier-Rings Road Dublin OH 43016-1236 Re: The Estates at Scioto Crossing Dear Bob: A couple of the Estates' units (single family cluster homes) have a brick wainscot around the front door and garage door areas. Apparently the Contractor missed the brick ledge when the footings and foundations were poured, so he added a 3Y 2X 3% steel angle bolted at 24" o.c. with concrete anchors into the poured walls. The brick veneer is 42" high and has a weight of 140 Ibs/In ft. The Y2" dia bolts at 24 o.c. will easily carry the load of the brick. I am told the brick is tied back but cannot confirm this since I was not aware of this until after the installation was completed. I did verify that the angles are installed as discussed and I have pictures I could provide. We approve this installation as being structurally adequate but feel the lintel and bolts should be painted with a good quality rust proofing paint or rubberized coating to prevent rusting. If there are any questions, please give me a call. Sincerely, APPROVED T. NNI & ASSOCIATES Robert G. er , I.A. RGS:bjd phone: 614.224.2083 fax: 614.224.4736 e-mail: architects@kontogiannis.com June 17, 2005 Robert G. Shepherd Kontogiannis & Associates 400 South Fifth Street, Suite 400 Columbus, Ohio 43215j-5492 CITY OF DUBLIN. Dkisioa of RE: The Estates at Scioto Crossing Iaibding Standards 5800 Shier-Rings Road Dear Mr. Shepherd: Dublin, Ohio 43016.1236 Phone: 614410-4600 I am responding to your letter of June 8, 2005 regarding a request for Permit Phone: 614410-4670 variance from the City of Dublin Codified Ordinance, Section 150.021 (B), Fax: 614-761-6566 which requires that the minimum service for a new single-family dwelling Automated inspection line: 614-410-4680 unit be 200 amps. Web Site: www.dublin.oh.us The Residential Building Code, Section 109 permits the Building Official to grant waiver and modifications in individual cases. To do so I must find: 1. A practical difficulty exists 2. The modification is consistent with the intent of the Code, and 3. The modification does not lessen Health or Life Safety. I am granting the requested modification by permitting 125 amp electrical services to be installed in the single family and duplex cluster homes of the Estates at Scioto Crossing. I find the following practical difficulties exist: 1. The Ordinance anticipates construction of houses significantly larger than the units in this complex. 2. The calculations provided show the 125 amp service is more than adequate, insistence on installing a yet larger service would create an unreasonable cost to the owner. 3. The "community" in which these units are located precludes the likelihood of homeowners significantly increasing the load through additions or finishing additional space. I find the modification meets the intent of the requirement of the Code because adequate electrical service will be available for the units described for the lifetime of the unit. Further, I find that there is no reduction in safety as a result of this modification because the calculation provided clearly shows the electrical service demands will be met. Sincerely, Robert K. Price, CBO Director of Building Standards TA0FFICE\WP\D0CS\D0C\Letters from RP 2005\Scioto Crossing Electrical Variance 05.617.doc Kontogiannis & Associates Architecture P I a n n i n g D e s i g n June 3, 2005 FAX & Mail: 614-718-4346 Mr. Martin Strayer City of Dublin Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Re: Scioto Crossing - Townhomes One. Hour Party Wall Separation in Attic Dear Mr. Strayer: We have reviewed the separation assembly in question. The drawings call for two gable end truss assemblies over the party wall. One is to be drywalled with one layer 5/8" fire code drywall each side per UL U-338 to provide the required on hour separation. The second truss is installed to be the load bearing member. Both truss assemblies have been installed, therefore only a single layer of 5/8" fire code drywall is required each side of the assembly as described in the UL Test. If you have any further questions or need additional information, please let me know. Sincerely, KONTOGIANNIS & ASSOCIATES APPROVED Richard J. Fields, A.I.A. h Ccpf®ug RJF:bjd 'T N-d- .r Fi Q Enclosure cc: Lenny Gonzales - Presidential Construction FAX: 614-923-8700 Bob Price, Chief, and Kevin Moran, Inspector - City of Dublin FAX: 614-761-6566 phone: 614.224.2083 fax: 614.224.4736 e-mail: architects@kontogiannis.com q rr rnnrr..war.irrrrrrrrnrrr r11~111 614.895.1400 Fax: 614.895.1171 GEOTEC H N ICAL www.gc!2000.com CONSULTANTS 720 Greencrest Drive NC. Westerville, Ohio 43081-4902 March25, 2005 S'fe awl "loo Mr. Jason Deskins B & D Concrete 10376 York Road S.W. Pataskala, Ohio 43062 Reference: Poured Concrete Foundation Walls Scioto Crossing Subdivision-Lots 1 thru 6 Dublin, Ohio GCI Project # 8506 Gentlemen: As requested, GCI has reviewed the proposed poured concrete foundation detail for the house construction on the referenced lots. The wall detail to be considered consists of an 8-inch poured concrete wall to a standard 9-foot height, which is reinforced with (3) rows of evenly spaced (±2 foot spacing between bars) #4 reinforcing bars placed continuous in the horizontal direction. This wall detail is being considered with the use of free-draining gravel at the base of the wall for perimeter drainage with the remaining height of the wall (upto approximately 7 feet in height) backfilled with clay soils. Based on the assumption that foundation walls are resting on concrete footings placed on stable typical glacial till soils (in the range of 1,500 psf or greater) and a typical clay backfill material, GCI would estimate soil equivalent fluid pressures to be in the range of 60 psf. Based on this noted anticipated lateral soil pressure and the proposed reinforced concrete wall (8 inches wide), GCI recommends the installation of vertical #5 reinforcing bars (entire height of wall) placed on 48-inch centers in combination with the noted horizontal reinforcement within the basement walls. It is also our understanding that with the noted construction, exterior footing drains would be installed extending to a permanent sump. This drainage system should minimize the building up of hydrostatic forces behind the walls. Should you have any questions concerning this letter, please do not hesitate to call. Sincerely, GEOTECHNICAL CONSULTANTS, INC. State of Ohio ' James E. Rosebrock E-61461 14ames E. Rosebrock, P.E. PWQ016nall Engineer Distribution: B & D Concrete - 6 copies GCI File - 1 copy Westerville, Ohio Charlotte, North Carolina ,,oe SGarto C~ssitnl6 ~LOTs 1 6 SHEETR.L)BL/N l d1F10 oni3 W 8506 y GEOTEC H N I CAL CALCULATED BY DATE CONSULTANTS INC. CHECKED BY DATE SCALE i 1 y . f - - ~ : D Tr4 • ~ ~W -lily L 91 _ _ _ _ - - 8 A. G A...a : O - - M a - ' - - / - - - - _ -0..111+'x.. LL 1 ' D B/IK Foiz P~F C6 0115} g VA _ t_ _ - : t f. u T~t~ K i r ; 1 " t 1 - .._.._._.._1. _l.. - _ . _ _..__.-1..._........ _>...__.._...__._._._....._..._1i._. _ : : III e . . e _ - coock i r - _ - - . ; , j . _ i . - f~ - - - - - . _ .._p- I 1 jj t _ _ i . _ e. 1 jf - - f f t f ? 3 f , wj ~ yy i l>Fl Tom" I ~ t i i _ I i 1 Its - i _ tats of~Ohio I _ _ t J es E. Rosebrock _Rist red : i -PIona Engineor 1la~ { I _ 1 44z 1 I I w Job Tam Truss Type y ply CELLAR WEST. -ESTATES/BLDG A D050873R B SPECIAL 5 1 Job Reference (optional) TRUSCO, INC., DOYLESTOWN OHIO 44230, BP 6.000 s Jun 17 2004 MiTek Industries, Inc. Tue May 10 07:12:23 2005 Page 1 II yRTICItd 7-6-1 I 14-10-2 21-4-0 28-4-11 35-5-5 42-8-0 J . ~ n to 7-6-1 7-4-1 6-5-14 7-0-11 7-0-11 7-2-11 2. N r_F>a , o tr• thaV13 l It x Scale: 3/32"=1' S G.7roN -C ' ZZr QotLorJ C33r 8x8 TL18~ 7.00 12 5 4x6 3x8 3x6 4x8 4 T 3 6 3x8 4x8 2 3 5 8 7 8 T W4 W 4 (0 H1 W3 B3 016 B6 2 m 9 Ito IC> 0 4 0 19 18 17 162 1 14 13 12 11 10 6x8 3x8 = 3x4 I I 2x4 = 3x8 = 6x6 2x4 -i I Z'IVj I DhK 6x8 = 3x10 TL18= 2x4 11 2x4 4#lGf4 7x12 TL20H= 21-4-8 1r4,8 7-6-1 14-10-2 21-2-12 11 28-4-11 , 35-5-5 , 41-3-8 42-8r0 -r-1 1-4-8 6-1-9 7-4-1 6-4-100-1-12 7-0-3 7-0-11 5-10-3 1-4-8 Plate Offsets X Y : O,E e , 5:0.5.4,0.2-4 9:E a 0.1-6 16:0.6-4 0-4-4 , 18:0-3-8 1-81 SPACING 2-0.0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.0515.16 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.1217.18 >999 240 TL18 206/162 BCLL 0.0 Rep Stress Incr YES INS 0.71 HOrz(TL) 0.03 10 n/a r?a TL20H 206/162 BCDL 10.0 Code IRC20001712002 (Matrix) Weight 222 lb LUMBER ry TOPCHORD 2X4SPFNo.2 BOTCHORD t l~:,lhf..~l C(~Rl~c•vuLy I~1'1~avlt GVzCTfO*{ C> BOT CHORD 2 X 4 SPF No.2 1-19 DUO 1 T ,-l `CCZVss R.5 C• WEBS 2 X 4 SPF No.2 •Excepr 18.19 = -161/667 - W2 2X4 SPF Std 1617 = 077 8/39 ~1„~L)1~ 17- (Jo No-I CU ( I~Yo oNN~FLA.--~'la W62X4SPFStud 416 = 0/551 (1 (ry.f WEDGE W10 2 X 4 SPF Stud 16.20 = -1421272 -tao z't/It, 15-20 = -143/271 Left, 2 X 4 SPF No.2, 14-15 = 0/67 _ Right 2 X 4 SPF No.2 5-15 = -998/25 ~`{\;,+t-(W,IrvG i~ ae••~I'I 1- '1=S ~5 sltot.lpt. (~r~tl. lnt 13-14 = -64117 BRACING 12-13 = 0/641 it tt TOPCHORD 11-12 0/641 pCVC1l-tz S('I~.q~Z~,1=how( o?J'~, •Slp,i) n1tw'i,"a 3i La>,l4 X131 41A,. Structural wood sheathing directly applied or 10-11 = 0/641 la~l l.3 . 1 d ~ I ~ C I ZL I't - 15 , v~ t~ t~ O ~ ~ 11,.; BOT CHORD 9-10 WEBS =0/62 NUM t~, Rigid ceiling directly applied or 10.0.0 oc tracing, 2-18 = 01113 _ S io, Z 1141 j v l~0 1 „r+r L, t'{'r`f ~r f~ Except 16.18 = -162/665 1 1L1\ I`'~1r, 1`1 p'a4,. 6"ocbracing: 17.18,15-16,13.14. 2.16 =-4891123 1 R at rn dpl 5-15 415 _ -923/169 S L hJ M l~v~. - 13-15 S = O/283 - - 1 Row 615 _ -7981176 ,t 4-15.6-15,8.13 613 =0/405 !1J 613 = -5221119 - REACTIONS (Ib/size) 8-11 = 0/129 15 = 2458r0-3-8 2-19 = -744/30 44/30 1d L - 19 = 778/0-3.8 610 = -737162 10 = 740/0.3-8 Max Hlorz NOTES (8) 19 _ -294(load rase 3) 1) Unbalanced roof live loads have been Max uplift considered for this design. 15 = 59(load case 5) 2) Wind: ASCE 7-98; gomph; h-_251k 19 = 46(bad rase 5) TCDL=6.Opst BCDL=6.0psq Category 11; Exp 10 -91 (load rase 6) B; end0sed; MWFRS gable end zone and C-C Max Grav Exterior(2) One; cantilever left and right 15 = 2458(load case 1) exposed ; end vertical left and right exposed; 19 = 843(load rase 7) Lumber DOL=1.60 plate grip DOL=1.60. This .-1t It I I 120 j"" 10 8190oad rase 6) truss is designed for C-C for members and forces, and for MWFRS for reactions specified FORCES 0b) 3) All plates are MT20 plates urdess otherwise `s``~ , 9• • -1`• ^ ~r Maximum Compressiowmaximum Tension Indicated ' , • • • _ TOP CHORD 4) This truss requires plate inspection per the ~.~~iai 1-2 = -218/66 Tooth Count Method when this truss is chosen - - 2-3 -423141 for quality assurance inspection. BRUCE 3.4 = -294180 - 5) • This truss has been designed for a Ova ~y 45 01633 bad of 20.Opsf on the bottom chord In all areas 0. 5.8 =0/643 67 where a rectangle 3.6.0 tall by 1-0.0 wide will = -149/147 fit between the bottom chord and any other 1 7-8 = -373197 VET t members. B-9 = -19185 6) Bearing at joint(s) 15 considers parallel to a E-r A SOT CHORD grain value using ANSIfrPI 1.1995 _ angle er 1-19 = --1867 grain formula Building 18-1 i ' . ~ surface. signer should verify 17-18 = -3W9 capacity or bearing surface. i1 -7 S 7 . • 16-17 0177 7) Provide mechanical connection Dry others) A e ~ = of truss to bearing plate capable of 4-16 05 b upkft at joke 15,46 lb uplift 418 = OV551 wllhstan&g 59 I 16-20 - 271 8) atjo WARNINARNINmdG: READ ALL NOTE91lbupliRatjdMlO. L iS 0 _ 443 1111111m S ON THIS 1 14.15 = ow SHEET. A COPY OF THIS DRAWING TO 615 = -99825 BE GIVEN TO ERECTING CONTRACTOR. 13.14 _ -6417 DO NOT CUTARILL OR ALTER TRUSSI - 12-13 = 01641 - - 11-12 • Or641 LOAD CASE(S) . 10.11 = MI - sn=n•.,r Job Thus Thus Type Oty Ply CELLAR WEST. -ESTATES/BLDG A D050873R B1 SPECIAL 1 TRUSCO, INC., DOYLESTOWN OHI044230, SP Job Reference Iona 6, .000 s Jun 17 2004 MiTek Industries, Inc. Tue May 10 07:32:30 2005 Pape 1 SIToti14: Wrtaa Tp 21-2-12 7-6-1 14-10-2 18-5-11, 24-2-1 30-3-8 36-5-2 42-8-0 ~i_MeVti Ii. X (Z, SwrC~iefy 7-6-1 7-4-1 3-7-9 2-9-1 6-1-4 6-1-10 6-2-14 Scale: 3/32"=1' t aF ~pz' 2-,1-s 2x4 11 7.00 12 6x6 = 6x6 = 2x4 11 5 6 7 3x8 f3 3x4 4x4 ~ 4x8 i 4 8 3x8 3 1N 6 W N 2 14 4 9 ' T 2 014 W1 11 10 W 5 ~ H1 63 7 11 ~ o o 65 B 2 Ito ICS 1822 1i~ 21 20 ~a 1 ~j 16 15 24 2514 13 12 6x8 = 3x8 = 3x4 11 3x4 = 3x8 = 5x6 II 2x4 IZ,V4ISSF- X 7x12TL20H= 3x4= 2x4 Zen ~1-I 7x12 TL20H= 21-4-8 3x8 = 1; 4-,8 7-6-1 14-10-2 21-2-12 ?4-2-1 33-4-2 41-3-8 42-8 0 1-4-8 6-1-9 7-4-1 6-4-100-1-12 9-1-14 7-11-6 1-4-8 2-9-13 Plate Onsets X Y : 11:Ed a 0.2-0 , 00.3-8 0.1-8 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.25 14-15 >944 360 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 - BC 0.73 Vert(TL) -0.4514-15 >530 240 TL20H 206/162 BCLL 0.0 Rep Stress Incr YES WS 0.76 Horz(TL) 0.02 17 n/a n/a BCDL 10.0 Code IRC2000/TP12002 (Matrix) Weight 239 lb LUMBER TOPCHORD2X4 SPF No.2 BOT CHORD Rrr~ti ~y C.l(tva~l)L-L't l~r~`1oV1'sa tjt~C,•"rtor! o c- ( (SS t~5 BOT CHORD 2 X 4 SPF No.2 1524 = 0/415 WEBS 2 X 4 SPF No.2 •Excepr 24-25 = 0/415 W2 2 X 4 SPF Stud 14-25 = 01415 t4o-y C-1) 1 IN-,- W3 N,{•11=.r^-70 ; tr• 1'~'~r=e„ 2 X 4 SPF Stud 13-14 = -38/761 pp n W12 2 X 4 SPF Stud 11-12 =-19/104 %q-r ,m(1V1' ~p, I'r14C. ,T~~ 'SC 11sT~ F~ 3Zr~~s W 13 2 X 4 SPF Stud WEBS WEDGE 2-20 = 01108 5~4tr'(l~lid5 j oO'`d ~6-$ I.•FS ~.t40tu.~1a . N14t~ lf~! Left 2 X 4 SPF No.2, 18-20 = -143/679 Right 2 X 4 SPF No.2 2-18 = -5=127 1 BRACING 518 =.163!970 ~O~C3LLj„ c5I;A&h1Z CL P'"', o~.,:,S1ok l.~(("(tt 3f C4 V TOP CHORD - 517 = -1071/113 - Structural wood sheathing directly applied or iii? = --12=127 o ,1311 o,*. PS'~t GS • Nuri la,-hZ I t4 C- S (\I V ( z i-t, Q 6-0-0 oc purlins, except 7-15 = -95/808 2-0.0 oc pudinS (10.0.0 max.): 57. B-15 = -712/159 BOTCHORD 8.14 =0/521 ot= Nbkla-S ?,,k 1`SM3'=R, SIA,; Crat:.q kML,5 -ro Rigid calling directly applied or 6-0-0 DC bracing. 2 21 10-14 = -746/471 Except ,dd 1 Row at midpt 4-18.6-17 10.12 _ -985/169 YTV D I a S ~ L t Y % / iJ C4 LJ M d C~ n WEBS I/vG 1Raw at midpt NOTES (10) 5-17.7-17.8-15 1) Unbalanced roof live bads have been considered for this design. REACTIONS (lb/size) - 2) Wind: ASCE 7-98; 90mph; h=25ft; 17 = 2543/0.3-8 TCDL=6.Opst; BCDL=6.Opsh, Category 11; Exp I O = C 21 787/0.3-8 B; enclosed; MWFRS gable end zone and C-C -1 12 = 827/0.3-8 Exterbr(2) zone; cantilever left and right Max Horz exposed ; end vertical left and right exposed; 21 = -254(load case 3) Lumber DOL=1.60 plate grip DOL=1.60. This Max Uplift truss Is designed for C-C for members and 17 = - -11 (load case 5) forces, and for MWFRS for reactions specified. 21 _ -57(load case 5) 3) Provide adequate drainage to prevent water 12 _ -102(bad case 6) pordi g. Max G. 4) AN plates are MT20 plates unless otherwise - 17 = 2543(bad case 1) Indicated. 21 = 841(load case 7) 5) This truss requires plate inspection per the 12 = 9D3(load case 8) Tooth Count Method when this truss is dmarn 4,~!!!T! as t!i f f f9'/ FORCES - for quality assurance Inspection. R (Ito) 6) • This buss has been designed for a live Maximum CompressioNMaximunn Tensim bad of 20.Opsf on the bottom chord in all areas \ TOP CHORD - where a rectangle 3-841 hall by 1 wide will r • • • p yd'y 1-2 = -213/69 fit between the bottom chord and any other ~j 2-3 z-413/63 members. s •~ilma~yy, 1 V i 3.4 = -2791102 7) Beadng at jdra(s)17 considers parallel to 4-5 = -354/193 grain value using ANSVTPI 14995 angle to 56 = 0/506 grain formula Building designer should verify - = _ . 6-7 01509 capacity of bearing surface. V ETTER 7.8 = -85/264 _ 8) Provide Mechanical Connection (by o81ers) ~ .v 8-9 = -703/159 of truss to bears plate capable 9-10 = -812/125 withstanding 11 1D uplift at joint 17,57 lb uplift ~ •i~ E•58431 10-11 = -98/136 at jolnl21 and 102 lb uplift at joint 12. SOT CHORD - - 9) Design assumes 4x2 (Rat orientation) purlins - ~!f y 1 T RECD 1-21 =0167 at oc spacing Indicated. fastened to tons TC w/ - L 20-21 = _133/688 - 2-tOdnails. L • • ~'E i` 19-20 = -36rJ9 10) WARNING: READ ALL NOTES ON THIS ~~i; • • • ~s` 18.19 a INS SHEET. A COPY OF THIS DRAWING TO ~a/!a '~ifit4. gg6q~ 4.18 = -401/163 BE GIVEN TO ERECTING 7jlffitRUN 12-23 : -2 CONTRACTOR. DO NOT CUT,DRILL OR - 17.23 -2o33r2M 3 1 a R 17-23 = -203/203 ALTER TRUSSI 16.17 = .8810 LOAD CASE(S) 6.17 = -199Ri1 c«,..w_... Job Tnis Truss Type Oty Pty CELLAR WEST. -ESTATES/BLDG A D050873R B2 SPECIAL 1 1 Job Reference (optional) TRUSCO, INC., DOYLESTOWN OHIO 44230, BP 6.000 s Jun 17 2004 MTek Industries, Inc. Tue May 10 07:40:26 2005 Page 1 S I-Vo 11-T 1N : 7-6-1 14-10-2 l j-7,-7 21-2-12 , 27-0-9 34-9-4 42-8-0 7-6-1 7-4-1 0-9-5 5-7-5 5-9-13 7-8-11 7-10-12 Scale: 1/8"=1' 5x13 7.00 12 W 11 2x4 11 5 7 3x8 -5~, 4 3x8 4x8 i T 4 4x8 3 6 W 9 g 2 9 N 4 T W4 W1 1 5 CY) W3 W7 10 m H 6 2 191° j( ° 1721 22 15? ° 20 19 60 18 ® 15 14 1302 11 6x8 = 3x8 3x4 11 2x4 - 3x10 TL18= 3x8 = 6x8 2x4 5~- 7x12 TL20H= 2x4 11 2x4 (Z vdlne 7x12TL20H= 1-4-$ 7-6-1 14-10-2 21-2-12 2114-8 27-0-9 34-9-4 41-3-8 42 810 1.4-8 6-1-9 7-4-1 6-4-10 0-1-12 5-8-1 7-8-11 6-6-4 1-4-8 Plate Offsets X,Y : :0- 0.1-2 10:0.4-0,E a 190.3.8 0.1.8 LOADING(psf) SPACING 2.0.0 CSI _T EFL in (loc) Ildefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.0616-17 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC .0 .81 Vert(TL) -0.1612-14 >999 240 TL18 2061162 BCLL 0.0 Rep stress Incr YES WB 0.85 Horz(TL) 0.03 11 Na Na TL20H 2061162 BCDL 10.0 Code IRC2000/TPI2002 (Matrix) - Weight 226 lb LUMBER _ zslF TOPCHORD2X4SPFNO.2 BOTCHORD FMgv./ s C(~ f1 rUtaxr rztiovm &(_C T107j t -IQ0 - ,9 { S jL• 0,,~11i . SOT CHORD 2 X 4 SPF No.2 12.13 = -2/774 r "1'1~ WEBS xcepN 11-12 = -2/714 W2 2 X 4 SPFPF Stud Stud 10.11 0183 \Cj ~oY ~..lJ"( \1v Tv C-o rt-4 R ~-T911% 9Lit-TL's, 1k 1 Jo(Nl 1~• W2 2 X 4 = - ii - W32X4SPFStud WEBS w7zx4sPFStud 2-12/ =0/133 cf 5 A,0/ V~~~4'~`~> 3L~/~ Sr61`A•YN-+0/y t3®it~ W1 12 X 4 SPF Stud 217-19 - 7 = 4 124 Q-- Left: 2 2-17 = -4881128 WEDGx 4 SPF N0.2, 5.17 = .131/775 ,V, Right 2 X 4 SPF No.2 5 14-16 -16 = -112071 5 L 1 L•t11 J' 1 (,.Old ~1 Q r {„01'ftr , 1 {v U1 BRACING 7- 6 = -02601102197 01~bI ) Ki 7- TOP CHORD 7-16 14 = .131473 {`1=1~1 r Z Structural wood sheathing directly applied or 9-14 = -6561140 11,1 C-mr-4r~, 1.5 ^IlJ1`14'~, z.7Z. ° I,' R 6-0.0 oc Pudins, except 9.12 = 01207 - ^ , punins (10-0-0 max.): 5•7. 2-20 = -782/ -782163 53 BOTCHORD 9.11 IrA N41 ~s is, l't Vo 10 5 to r rl kn Lu 14 ~ BOT CH = - Rigid ceiling directly applied or 10.0.0 oc bracing, - Except - NOTES (10) 6-0.0 oc bracing: 18.19,14-15. 1) Unbalanced roof live loads have been 7JN"1 1 Row at midpt 4-17.&16 considered for this design. 7 WEBS 2) Wind: ASCE 7-98; 90mph; h=25ft; lp 1 Row at midpt TCDL=6.0pshr BCDL=6.0pst, Category II; Exp r nlvi ' f iYG, 5-16,7-16,9.14 8; enclosed; MWFRS gable end zone and C-C - - Exterbr(2) zone; cantilever left and right REACTIONS (lb/size) - exposed ; end vertical left and right exposed; 16 = 2396/0.38 Lumber DOL=1.60 plate grip DOL=1.60. This 20 = 81510.3-e truss is designed for C-C for members and 11 _ 822/43-8 forces, and for MWFRS for reactions specified. - Max Hoe 3) Provide adequate drainage to prevent water 20 212(load case 3) ponding. Max Uplift 4) All plates are MT20 plates unless otherwise 20 = -63(bad case 5) indicated - 11 = -96(load case 6) 5) This truss requires plate inspection per the - Max Gray Tooth Court Method when this truss is chosen 16 2396(load case 1) for quality assurance Inspection. 20 = 862(load case 7) 6) • This truss has been resigned for a five 11 = 878(load case bad of 20.0psf on the bottom chord in all areas .jto 111st fill,, where a rectangle 36-0 tall by 1.0-0 wide will 11f `,~1 ~ ~ EPB FORCES (Ito) fit between the bottom chord and any other - - s r O Maximum Compression/MaximumTension members. - - - `mss } ®9i TOP CHORD 7) Bearing atjoings) 16 considers parallel to - • J °oy 1-2 = -216165 grain value using ANSI/TP11-1995 angle to 1 2-q s -4-4~s77 grain formula. Building designer 60wuid vent' - - ~ e, pasty of bearing surface. BRUCE 4S = J140 8) Provide mechanical connection (by others) 0. 5.8 = 01540 of buss b bearing plate capable of VIr 6-7 = 01549 wiMStandirg 83 Ito Uplift at joint 20 and 96 lb s 7-8 = -197/145 upllftatjDintll. 119 = -340/105 9) Design assumes 4x2 (flat orientation) puriins -5~q ` ^i 9-10 = -239157 at oc spacing indicated, fastened to truss TC w/ CD"} i BOT CHORD 1-20 0169 2-10d nals. - - ~9-• = 19-2 10) WARNING: READ ALL NOTES ON THIS o. K,~1 r~` lj? 0 = -109/696 SHEET. A COPY OF THIS DRAWING TO ; i ,.4' • • ~f~, ` ~i 1 17-18 7-19 = W8 BE GIVEN TO ERECTING ''e. L7 t r 1J 447 = 0/78 CONTRACTOR. DO NOT CUT,DRILL OR v ~•a G~ `1~~ -2391144 17-21 --82/199 ALTER TRUSSI - ,1jfNflft 10~~~ 21-22 - 482/199 CASE(S) 16-22 a -S2/199 LOAD OAD CA 15.16 = 0147 Standard 6-16 - -420/167 - - 1475 = 41810 - 14-23 - -2/714 - Job Truss Truss Type Dry Pry CELLAR WEST. -ESTATES/BLDG A D050873R 83 SPECIAL 1 TRUSCO DOriESTOWN OFW 44230, BP Job Reference o anal 6.000 a Jun 17 2004 MiTek Induatrin, Ina Tue May 10 07:49:27 2005 Page i St T R-Ch hi 18-0-7 6-7-5 12-9-2 14-10-2 21-2-121 25-6-13 , 29-10-14 , 34-0-1 38-1-5 42-8-0 Nfa~ iv Rt~°tUW: Scale: 1/8"=1' 6-7-5 6-1-14 2-1-0 3-2-5 3-2-5 4-4-1 4-4-1 4-1-4 4-1-4 4-6-11 ` bz S3tcL0,-j % 3, 6x6 = 2x4 11 2x4 11 3x4 = 3x8 4x8 = 5x6 = 7.00F1_2 3 q T 6 7 8 3 9 4x8 -5,- 3x6 10 W 8 311 4 4 1 12 3 44x12 2r V1 (D' 7 2 Ell 2 3 W 5 11 r` 1 \ W9 W1 12 to ° B5 CO ° 20 I° 1° 25 24 23 22 196 2M 28 17 29 16 15 3014 13 5x6 = 2x4 11 2x4 11 4x6 11 4x4 = 4x8 = 5x10 = 2x4 11 4x6 = 4x8= 8x12 TL18= 4x4 = 3x4 3x4 ~ I$"\rdloe X 8x12 TL18= .S~h1 tt r vv 25-6-13 42-8-0 1-4-9 6-7-5 12-9-2 14-10-F 21-2-12 2111 -8 29.10-14 , 34-0-1 , 38-1-5 , 41 3 8 , , 1-4-8 5-2-13 6-1-14 2-1-0 6-4-10 0-1-12 4-4-1 4-1-4 4-1-4 3-2-3 1-4-8 4-2-5 Plate Offsets XY: 19:Ed e,0-3.8 TOLL LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP 25.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.0614-15 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 - BC 0.55 Vert(TL) -0.1214-15 >999 240 BCLL 0.0 Rep Stresslncr NO WB 0.80 HorzL) 0.02 13 nta rVa TL18 2061+62 BCDL 10.0 CodeIRC20031TPI2002 (Matrix) Weight 274 lb LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 8) Special hanger(s) o other connection Q CZQ BOT CHORD 2 X 4 SPF No.2 •Excepr 19-26 = -74/80 device(s) ) shall ad provided sufficient to support f \ ~ ; c 1~~~C;` lJ I,LY (~7=t`(pVr ? c,. ! B+ 2 X 6 SPF 165OF 1.5E 26-27 = -74/80 p ate21-10-2I 299.01b9down and 104.916 p at 1 A~ t` Q y~ B3 2 X 6 SPF 165OF 1.5E 18.27 = .74180 23.10-2, 299.016 down and 104.91b up at O ,r- I I~ L1 SS ,T-' ` `I v 1(;~Z,1~ . O N a ~'••tJ~? B5 2 X 6 SYP 240OF 2.0E 18-28 = -182/677 25-10-2,299.01b down and 104.91b up at , O l -T , B6 2 X 6 SYP 240OF 2.0E 17-28 = -182/677 27-10-2, 299.01b down and 104.91b up at \ NiI C FU14'4`: lr~ t ('~I TI 1 1'[ C.. n` WEBS 2 X 4 SPF Stud •Excepr 17-29 = -320/1854 29-10.2, 297.91b down and 87.31b up at p! _ W4 2 X 4 SPF No.2 16-29 _ -320/1854 - 31-10-2, 290.916 down and 74.5lb up at R ~,,I x19 3 L//&, S0,t:%Xr*1 7 ° W10 2 X 4 SPF N0.2 15-16 = -320/1854 33.10.2, and 290.91b down and 62.21b up at W11 2 X 4 SPF No.2 1530 _ -36411984 35-10.2, and 322.91b down and 99.21b up at n d W12 2 X 4 SPF No.2 14.30 _ -364/1984 37-10-2 on bottom chord. The desigNSelection ~o l 1't I`A"~ S S .+~C+v~N ' N'~ I L W13 2 X 4 SPF No.2 13.14 = -364/1984 of such special connection device(s) is the 12-13 = .70(443 responsibility of others. BRACING WEBS (~OUQl.h~ S ~ 1~b 1"1 a $1,ah:•. 9) In the LOAD CASE(S) section, bads applied TOP CHORD 2-24 =01104 to the face of the truss are noted as front (F) or Structural wood sheathing directly applied or 2-23 =-428/119 back (B). \ T 3 L.OT 1 Ci X o, 3 t 1 1A . ~Y~ ll~ 3.944 oc purlins, except 3-23 = 521197 10) WARNING: READ ALL NOTES ON THIS _ 2-0-0 oc pudins (5-0.15 max.): 3-9. 21.23 = -31378 SHEET. A COPY OF THIS DRAWING TO 1` ` \ 'C BOT CHORD 3.21 _ .394/131 - BE GIVEN TO ERECTING 1 v U t~~a'\~ I N C' V1 S N6~ (y 1~ t ~t L" Rigid ceiling directly applied or 2-9-1 oc bracing. 5.21 _ .38/76$ CONTRACTOR. DO NOT CUT,DRILL OR Except 5.20 -10301132 - ALTER TRUSSI N t lJ ~`~~•~l ,~1"••1`l,~ S ~I~ V~h r.,1~ 1 Row at mfdpt 4-21.6-20 - 18-20 _ -1111615 ..t WEBS 8-20 _ -2329/501 LOAD CASE(S) -'o Vv \o L- L) •Z 1 Row at midpt 8.18 = -180/621 Standard 5-20,8-20 B-17 = -21311200 1) Regdar. Lumber Increase=1.15, Plate = -1631450 Increase Loads REACTIONS Ob/size) 9 9-17 -17 = -9331229 Uniform Loads (pIQ Y 10,17 3777/0,3-8 10-15 = -146/810 Vert 1-3=70.3.9=-70, 9-12=70, 1-22=-20, 25 = 806/03-8 11-15 = -165168 20.21=20,12-19=20 _ 13 Max = 1954/03.8 11-14 = -62136+ Concentrated Loads (lb) 25 (<Z SC.e ~Nt. H= 2-25 = -651/0 Vert 18=-299(8) 17-299(B)15=291(B) 25 Max uplift = 175(load case 2) 11-13 = -2023/407 14=323(13) 26=299(8) 27=.299(8) 19 -64IXload case 3) NOTES (10) 28=299(B)29=298(8)30=-291(B) ° 25 = -38(load case 4) 1) Unbalanced roof live bads have been 13 -394(load case 5) considered for this design. Max Grw 2) Wind: ASCE 7-98; 90mph; h=25ft; 19 3777(f0ad case 1) TCDL=6.Dpst,, BCDL=6.6psh Category II; Exp 25 = 828(load case 6) B; enclosed; MWFRS gable end zone; 13 = 1979(load case 7) cantilever left and right exposed ; end vertical S (lb) - left and right exposed; Lumber DOL=1.60 plate FORCES grip DOL=1.60. Maximum _ CompressionlMaximum Tension 3) Provide adequate drainage 10 prevent water TOP CHORD ponding. - - Rt"11IIt!+It+?1" 1-2 = -305/35 4) All plates are MT20 plates unless otherwise 3 >>L F' A OJ 2-3 = -493141 Indicated. 3-4 _ -222 + 5) This truss regtrtres date Inspection per the ~ 4-5 - -227131 - Tooth Count Method when this truss is chosen Q 543 = 5111645 for quality assurance inspection. •3 y. , &7 = -56/645 7-8 : 6) Provide mechanical connection (by others) E p - ` R U E 561845 of truss to bearing plate capable of s °Y 8.9 = .12841398 withstanding 640 lb uplift a jard 19, 38 lb uplift _ 0. 9.10 = -15521434 at)otnt 25 and 394 Ib uplift atjoint 13. 1 11-12 0.11 _ -22191512 7) Design assumes 4x2 (flat orientation) pudins -6131+32 V Er ER 2 \ j~ BOO =CHORD at oc spacing Indicated fastened to Buss TC n e° 1-25 T 0/157 2-10a nails. L'J 31 24-25 = -82/679 . 2324 ' -82/679 ( F n` Ili. 10 21-22 &0 4-21 - -170194 VA 20-21 - .193212 - 1iiMCtNtf\S 19-20 - :1353/525 Job Tuss Truss Type Qty Ply CELLAR WEST. -ESTATES/BLDG A D050873R F SPECIAL 1 7 Job Reference (optional) TRUSCO, INC., DOYLESTOWN OHIO 44230, BP 6.000 a Jun 17 2004 MiTek Industries, Inc. Thu May 12 08:22:022005 Page 1 b rruATIoN . 11-8-01 6-6-1 i 11-5-6 14-10-2 21-6-4 ~saC1oya 1-8-0 4-10-1 4-11-5 3-4-12 6-8-2 yX ~2 S~-(1o?I of Scale: 3/16"=1' 4x611 4 7.00 12 3x4 II 4x4 -5~- 5 3 6 2 3 2x4 11 k 4 s 2 O N_ R _5 1 jvp~ 0 6x8 = 7 ~P 12 TL20H= 4x6 p I° N 3x4 = 10 O a 5x6 = 4.00 12 3x4 11 3x8 11 12" W Io\~ x 241, bl•IC tk 1-8-0 11-4-811 8-1-5 14-6-10 14-10-2 21-6-4 1-4-8 6-5-5 6-5-5 0-3-8 6-8-2 0-3-8 Plate Offsets (X Y): 1:025 E e 1:0.0-0 0-0-15 6:0-6-0,0-0-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.07 6~7 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.71 Vert(TL) -0.21 6-7 '999 240 TL20H 206/162 BCLL 0.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.11 6 n/a Na BCDL 10.0 Code IRC2000/TPI2002 (Matrix) Weight 92 lb LUMBER 5) • This truss has been designed for a live C=~„~IQ~ S, S TOP CHORD 2 X 4 SPF N0.2 bad of 20.Opsf on the bottom chord in all areas 4kamw,,%. l4CtI.lS ~S BOT CHORD 2 X 4 SPF No.2 'ExcepC where a rectangle 3.641 tall by 1-00 wide will 4 B4 2 X 4 SPF Stud fit between the bottom chord and any other WEBS 2x4 SPF Stud members. \~~\\Z; Dp t4c, C.+J j 1N'f'~ CA11NiCC.To\~ 0.T~i. r WEDGE 6) Provide mechanical connection (by others)N Left: 2 X 4 SPF No.2 of truss to bearing plate capable of withstanding 21 lb uplift at joint 6 and 59 lb BRACING uplift at joint 10. TOP CHORD 7) WARNING: READ ALL NOTES ON THIS t~S R) L- I ~p U~~'•\~ s~~~` Structural wood sheathing directly applied or SHEET. A COPY OF THIS DRAWING TO I O Go71'} t^R''••~ ~~'°"''N ' _ (yews , NJrt3/A2 oc pudiru. BE GIVEN TO ERECTING CONTRACTOR BOO . O. t.31 BOTCHORD DO NOTCUT,DRILLORALTER TRUSSI C~~p1~ o1J~8 Sl~1a.~ W 1 1t~ 3 L-aNC, X Rigid ceiling directly applied or 100-0 oc bracing. .a _,•f WEBS Row at midpt 3-10 LSAD CASE(S) IN O( REACTIONS(lb/size) b-rVj +ZAq,1 t,114 ,4S To A401V 5PL%_r'r11\'C~ ~\`13~•-Z 6 = 88110-3-8 10 = 104310-3-8 Max Horz 10 = 158(load case 4) NGr Max Uplift I,I'~vs 6 = -21(loadcase 6) 10 = 59(load case 5) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD 1-2 = -115/0 2-3 = -180/53 34 = -1631/121 4-5 = -1245/180 5-6 = -13851103 BOT CHORD 1-10 = 0/118 9.10 = -121/1437 8.9 = -7/97 7-8 = 0/52 5-7 = -3511156 6-7 = -1411098 i = a4\ Riea tagr r rdy9~s WEBS = _2981123 yaQi\q{91 ®BS3-10 -1651/90 ` 4-9 = 51/885 4-7 = -1261497 t~~@p 7-9 = 0(757 tgy ^ g, U C E NOTES (7) \,p. es 1) Unbalanced roof live bads have been r i!°` ya °"a considered for this design. 1y~ I 1€~.r 2) Wind: ASCE 7.98; 90mph;11=2510 TCDL=6.Opst BCDL=6.Opst,, Category 11; Exp B; lu-`c,)?~ 1 r enclosed; MWFRS gable end zone and C-C r _ . • a Exterior(() zone; cantilever left and right exposed s . end vernal left and right exposed; Lumber r T • -h;"% ~ DOL=1.80 plate grip DOL=1.80. This truss is designed for C-C for members and forces, and . , , . for MIWFRS for reactions a . - 4 All plates are Mp specified. 3) plates lessot"se y'r /taaryrskik4 indcated. 4) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. Job Truss Truss Type ty Ply CELLAR WEST. -ESTATES/BLDG A D050873R F1 SPECIAL 2 1 Job Reference o bnal TRUSCO, INC., DOYLESTOWN OHIO 44230, SP 6.000 s Jun 172004 MITek Indushies, Inc. Thu May 12 08:22:112005 Page 1 J" 1TOKI'tort q 5-9-11 11-5-6 14-10-2 21-6-4 , ( 1' a 5-9-11 5-7-11 3-4-12 6-8-2 P (=Hoq;s 1-s. x !Z S~~-ltoµ Scale: 3/16"=1' 6x8 = 3 7.00F1_2 3x4 11 48 4 6 2 2 It cy VA W3 5 1 W5 0 Iv o 6 d 0 6x8 46 z~- r ~r 10 9 8 7 5x6 = 2x4 11 3x8 = 2x4 I I 2x4 ~i n 1-4-81 5-9-11 11-5-6 14-10-2 21-6-4 1-4-8 4-5-3 5-7-11 3-4-12 6-8-2 Plate Offsets X Y : [5:0-6-0,0-0-11,[6.0-6.4,04-81 LOADING(psf) SPACING 2-0.0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.07 5-6 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.20 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.05 5 da n1a BCDL 10.0 Code IRC200017PI2002 (Matrix) Weight 95 lb LUMBER 5) Provide mechanical connection (by others) - TOP CHORD 2 X 4 SPF No.2 of truss to bearing plate capable of R~~n n ' ` ~1 (per Gj BOT CHORD 2 X 4 SPF No.2 •Excepr withstanding 20 lb uplift at joint 5 and 52 Ill G 1'C~t~\ B2 2 X 4 SPF Stud uplift at joint 10. t WEBS 2 X 4 SPF Stud 6) WARNING: READ ALL NOTES ON THIS R& S i-~V t~ w® ( M C_ p I~ 1~1 ME 0=0R WEDGE SHEET. A COPY OF THIS DRAWING TO (-E tl Left 2 X 4 SPF No.2 DO NOT CUTO,DRERECTING ILL OR ALTER TTRUSSIR BRACING 1~.. ...i!•fJilg- t TOPCHORD LOAD CASE(S) a.- j,.t C N tC.. 0 Structural wood sheathing directly appled or Standard 3Q p ,~C,,a+1'(`H.P Atca A rs ° ~"y~ > re 4-3-4 oc pudins. BOTCHORD Rigid ceiling directly applied or 6.0-0 oe bracing. D om, r,,,+,(.lr, ~ <~'1r~0M G+t.J•s.. ~1~' ~ \4,144- Jr, {,.Zlnl ) tom'. Q j REACTIONS (lb(size) ~F141!„f . NJI'' 1`-~ I !J 'w.tl='~~.,~•t t s f~ltJt'•13 r~ t~ i~P411..5 t~l,,,.(?~ 5 = 899/0.3.8 10 = 102510-3.6 r- Q14g yJOtt~1 t,.!'t/d't)t`t1. axHorz O - 158(load case 4) Max Uplift 5 = 20(load case 0 - 10 _ -52(load case 5) FORCES (1b) - Maximum CompressiorJMaximum Tension 16 ~{.~L1Gl.)~ ~~tli TOP CHORD - /~w 1-2 _ -1221110 e 2-3 = -890/124 - 3-4 = -1304/179 4.5 = -14521107 BOTCHORD 1-10 = 4/68 - - 9-10 = -711915 8-9 = .71/915 7-8 = -28/1 6.7 = 0/19 4-6 _ -3461154 5-6 = -1711156 WEBS 2-9 = 0/92 - ;,l~,•;'!t4!ltitl'gtq,gd 2-8 = -318/105 - R 3.6 FiZ ddgf 3-8 =-30/94 y • O 0/721 - • y 3.6 = -77/812 - • 2-10 = -1157/91 • yA. L7 NOTES (8) 1) Unbalanced roof live bads have been ~ • 1~) considered for this design.l °S 2) Wind: ASCE 7-98; Oomph; h--25f% _ a E-5183431 enclosed; MWFRS gable erle zone andGC Exleror(2) zone; cantilever left andright exposed end vertical left and right exposed; Lumber DOL=1.60 pate grip DOL=1.60. This Ines is 5 designed for C-C for members and forces, and s s . • forThis Fbuss requires plate Inspection per the - r, ° +-7i ,4qi • • ~sa~~1' y 1 f Tooth Count Method when this hues is dasen for ~!t !t f is s a w'j1 { II\\\. quality assurance inspection. \ 4) This truss has been designed for a live bad a of 20.11psf on the bottom chord in all areas where - , a rectangle 3.6-0 tall by 1-0.0 wide will k - betweenthe bottom chord and any other