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07201417 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 15617 N(NSLOW GT PERMIT NO.: 11201411 BY 5m ~hKl'r& FINAL INSPECTION DATE: CITY OF DUBLIN i~~sohio 016-1236 Building Standards Phone: V/TDD 614/4104670 Inspection Line: 614/410-4680 Fax: 614/761-6566 Address: Permit No.: Building Permit No.: 0 rl - CQ0 I Project Address: '-7 U- Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation ~P Fug ~1~ -TO T)Ryt.3A-,Li- Under round EXcl-rK Fif,36t XWOP- Sewer Cpri-1- F-4) i47- ~~u i~r~c`•w Footing ~D rtJ7 ~t9- Final Electric I A- Foundation 1.6,o7 / Final ri ( ~1 Steel Plumbing Final HVAC oy !>+W Dt} St Foundation 11,4-07 -7 Radon , 07 Final Gas ~ Sp Preslab Piping Rough 1i?~G? Engineering Electric (CWA) Engineering 0514 A? -M Electric (Pre-Sods Service Final sF(~g' Boctp5~coo Sop Rough t' Engineering ~1. Plumbing Gas Piping (Rough) Rough HVAC 1 5XI Final Zoning t ice og W Std' Zoning Rough r I~I I Cl~ Occupancy Framing DPI W74K ' E 'D V; M TN"14 IZs•4S /ijeP Sf~ RR -(I, iN4uwrfi r CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Division of Engineering Phone: V/TDD 614-410-4600 Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: ~fu 04 ~AP4r Company: Site: 5,SU~j(~f'i G77 (Provide Detail Plot Plan of Lot) Lot No: 2d Application No: 7-7_0(4-(7 Subdivision: 6(q~ ~a~~afira~ PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved U -Approved For Conditional Occupancy Ur"11. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading U('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 (©rd. 7-75, See. 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 (Instal [/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: RnnA 5 WO Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: 44[ p, s"%,Re-Inspection: lid"Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP Big LANDMARK SURVEY (MROUP9 =10HPORATED on 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 100081 DATE: 9/20/07 FOR NEWCASTLE BUILDERS HOUSE STYLE CUSTOM LOT SUBDIVISION, LADE AT BALLANTRAE CITY/TWP OF DUBLIN ADDRESS 5879 WINSLOW COURT SCALE 1 30' DRAWN BY: BKG P,B. 110 PAGE 29-30 MINIMUMS: R: 75' .n0110 S: 157' SIDE ' TOTAL FAG/G~~~~Fp ~ F~~F~.`~9~92G I V1 ctiF ~99~~ O F~ 'P"~l lli C~ 9GF ~pF~ O LOT 21 u; TO MEET MAXIMUM SIDE YEXDSSLOPE pp~/G~F n CANNOT EXTEND o RETAINING WALL v~ INTO DRAINAGE ESMT• 9 lilo= SAN, SERV. TAP o ? ` z g EOS-925.2 / _ m v J ? z ° Q I 137,82'® o I- N PROP SED DRIVE 4 .4 J 81,40 4. _ N SLOPE-2.01 z of _ ? I N WATER 45.08' 55.00' m o m 1 TAP P2 i RES RVE •'C" y m I ,o ~ m J 25 p0 fi J, N II 'oo - 9.00' ~+,;~~\r. J Bc X66 w RESIDENCE P J I 27.33' FF-938 0 O N 0 v I A/C PAD- 83.00' TOB 8290 8 J z 51 I 3.00' $ 5 c c ~ 5 L4 51 I LOT 20 10.00' ; w f ao. O~ J J N N ~ 9 44 $ $ cP rzi Z rn w 27.00' ~ ° 17.87' 5.00'_ r,.B z I N RESERVE m _ ~ - - o N 10• NO BUILD ZONE V No. 4, 143.57 w x EX. 9 J ° J CITY OF DUBLIN a ,'1'(; 4.'.ERIN000MPIIANCE I HEREBY CERTIFY THAT THE City of Dublin GRADE ELEVATIONS SHOWN ON APPROVED AS NOTED THIS PLOT PLAN ARE THE e p P 10 - 1q' 0 RESULT OF AN "AS BUILT" SURVEY LOT AREA-12255.3 S0. FT. PERFORMED ON HARDSCAPE AREA-4103.1 SO. FT. REMAINDER-8153.2 S0. FT. O F PERCENT COVEREAGE-33.55 NOTE: BUILDER TO MAINTAIN EROSION CONTROL /O NOTE: BUILDER IS TO PROVIDE SCOTT TREE PROTECTION DURING ALL co()o ')P aiJIOFF SIGNATURE D * PHASES OF CONSTRUCTION. D. GRUNDEI`: o! S-8047 Q.i O NOTE: WATER SERVICE SIZE - 3'i' THIS PROPERTY IS LOCATED IN OTFG/STE•. SS WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS FLOOD ZONE X /ONA~ COMMUNITY 39049C PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA O8Tq~0. FROM~.ENCINE9RED?:SUBDM ON PLANS. THIS PLOT PLAN. IS " TO BE'USEDY THE CUENY: FOR THE SOLE PURPOSE, OF OBTAINING PANEL 01086 EFF. DATE 8/2/1995 A BUILDING PERMIT; THE USE OF THE. PLOT PLAN FOR ANY OTHER REVISIONS DESCRIPTION USE IS STRICTLY PR0191BITE0. 10/12/071 DUBLIN STNDS. SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO, 8047 Big LANDMARK SURWEV 9 MORFORAMID tor!o 2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 PHONE: (614) 485-9000 FAX: (614) 485-9003 ORDER NO. 100081E DATE: 4/9/08 AS-BUILT SURVEY CERTIFIED TO NEWCASTLE BUILDERS COUNTY FRANKLIN LOT/SUBDIVISION 20 GLADE AT BALLANTRAE CITY/TWP OF DUBLIN ADDRESS 5879 WINSLOW COURT SCALE 1"= 30' DRAWN BY: BKG P.B. 110 PAGE 29-30 BUYER LENDER I~ O LOT 21 O IW =N O1 0 z 934.8 O1 rn 934.7 9 4.6 D N X 934.4 934.1 137.62 93 .5 Y J o I CONC. DRIVE ° Z N N I I 1 m 45.0' 58.0 LA uW oir ~ ~o RESERVE "C" L4 L4 r cn 91 w I ° N 2 STORY J ^ 3q0 \ m I o STONE/WOOD N \ O ° ; I 27.3 2.0 0 J~ z m I 3.0 0 6J O\ Z O O CONC. o O Lnn I 3.0 0 0 A I O o I LOT 20 00 = 93 m Z Zlz O N N 9~ 4A N I =A ° ° 20.0 O~ sr2 z I 936.0 5.0 _ 936.0 „T - 936.0 - 936.0 RESER VE B 934.0 143.57 934.3 = W X EX. 933.0 w Y b CITY OF DUBLIN XXX.X PROPOSED GRADE XXX.X FINISHED GRADE . PEE OF 0 co CERTIFICATION: WE HEREBY CERTIFY TO THE ABOVE NAMED PARTY(S), SCOTT THAT THIS PLAT DEPICTS THE SUBJECT PROPERTY IN ACCORDANCE WITH THE OHIO ADMINISTRATIVE CODE, CHAPTER 4733-38, MINIMUM * D. STANDARDS FOR MORTGAGE SURVEYS IN THE STATE OF OHIO, AND IS GRUNDEI NOT A BOUNDARY SURVEY PURSUANT TO THE CHAPTER 4733-37, OHIO S-8047 ADMINISTRATIVE CODE. O F J ss/0 N Al- SJQ~ SCOTT D. GRUNDEI, P.S. D E REGISTERED SURVEYOR NO. 8047 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 U 0-7 Application No.6 7 v P-` Date -7 APPLICATION FOR ELECTRICAL PERMIT Job Address JA) s L© M) Parcel No Subdivision L L 4NT _ f_+ E Lot No. Owner Name ly _ W c fs':~ L~ L E Telephone Contractor Names W-El 1` L LI C Telephone ~~D Jl , _ os J` o -7 - x-1 3,;29 Contractor Address_3'?0 Dublin Registration No. Residential: New Sq. Ft. ~t Alteration/Addition Sq. Ft. Temporary Service $40.00 V DD~ %0_0 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ JOB DESCRIPTION 12 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 or hpm owner 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 . . . . . 07-00201417 Date 10/29/07 Revision number . . . . . . . 1 Property Address . . . . . . 5879 WINSLOW CT Parcel Number: 274-001404 Alternate Address: GLADE @ BALLANTRAE #20 Tenant nbr, name . . . . . . SQ FT 4753 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . NEW CASTLE BUILDERS Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 200.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/26/08 Qty Unit Charge Per Extension BASE FEE 40.00 8.00 20.0000 RES ELECTRICAL SERVICE 160.00 Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/26/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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 all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201417 Date 10/29/07 Revision number . . . . . . . 1 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201417 Date 10/29/07 Revision number . . . . . . . 1 Special Notes and Comments POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. NOT ZONED FOR MULTI-FAMILY OR SEPARATE RENTAL RESIDENTIAL USE A MINIMUM OF 25 FEET FROM FACE OF GARAGE TO EDGE OF DRIVEWAY IS STRONGLY RECOMMENDED FOR EASE OF MANEUVERING. Fee summary Charged Paid Credited Due Permit Fee Total 240.00 .00 .00 240.00 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 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. ~rrrrYfrl~Mll~ii111Y11~lYYll CITY OF DUBLIN V Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. o1 ° 0' q t 3 Date • 1 ° o q flew ? 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. f Job Address 32I q Wt ki S~ 0tl.J C+ C f OioI Parcel No. Subdivision/Project Name At, 2~2 Lot No. 20 / NC Owner's Name elephone 126- Contractor's Name Telephone 07 ?r- rZ 7 Contractor's Address (Sf[-~Q ! sn Dublin Registration N;~?,;! b r Doesthe sewer discharge into an individual sewage disposal system or sanitary sewer? WIF 42 How far distant from any dwelling, well or cistern is the sewage tank?^ (J. U What is the size of the main drain? 411 Of what materials do the vent pipes consist? C Of what material does the house drain consist? C *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture............ $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures' X $10.00 = $ b Number of remaining fixtures X $12.00 = $ O0 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 Sum Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains I~ Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201417 Date 11/16/07 Revision number . . . . . . . 1 Property Address . . . . . . 5879 WINSLOW CT Parcel Number: 274-001404 Alternate Address: GLADE @ BALLANTRAE #20 Tenant nbr, name . . . . . . SQ FT 4753 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . NEW CASTLE BUILDERS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 300.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/10/10 Qty Unit Charge Per Extension BASE FEE 50.00 25.00 10.0000 EA RES PLUMBING >1 FIXTURE 250.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201417 Date 11/16/07 Revision number . . . . . . . 1 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. NOT ZONED FOR MULTI-FAMILY OR SEPARATE RENTAL RESIDENTIAL USE A MINIMUM OF 25 FEET FROM FACE OF GARAGE TO EDGE OF DRIVEWAY IS STRONGLY RECOMMENDED FOR EASE OF MANEUVERING. Fee summary Charged Paid Credited Due Permit Fee Total 300.00 .00 .00 300.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201417 Date 11/16/07 Revision number . . . . . . . 1 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 .00 .00 300.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 1} 1-18-26ff7 -:1 .L? -j.tkj..of Dublin' CIS' 0'. DUB1AN .1....: vision ofBtAldir-9 Standards • 5800 Shier-Rings Road • Dublin, Ohio 43011-G.. Phone: (614) 410-4670 - inspection Line: (61A).410-4680 . ' ; . Application Numbec. SURVEYOR " -BU1t_DiNG LOCA7'I~N AND FIRST FLOOR ELEVATION CERTIFICATION FORM i; the uhdersigineil; do hereby cer0fY the following location of building and elevation of top of the foundation wall at the rrfetenced property, it is the buiideez, responsibility to insure that the lotagvn ahd elevation of the top of the foundation won plus the first floor system:, as per the aPPraved Pa • nts compry with, the sitepl_ an apP.oved.by•the elty.,ot. r. Dubiiri (iri tefer+e60i to the•City of Dublin Codified Ordinance 1305.02 (K)). i Property Owner:, I~ee.S _ . _ _ _j...._..... Subdivislori: i o?de A ~.LA??# fi - _ _ _ _ .j Lot Number: 2 -o ~ Address:' S 79 i~csi oiw Cou¢.1- Approved Fougdation'Eievation 3' . 9 Feet above. me0n sea-level.... Actual Top of Foundation 310, g . Feet above mean sea level. -(eOFQ professional Seal: ~ Sco``'y/O , -o GRS U Signature of Surveyor - QE1 Or NAL S DaZ-L/ This-form IS td bib b0W*l'eRsd,prior •to the foundation fns pection and. mygt. be_made - atraiiable°on-slte`with..the: • -:.iro , . ~!pP ved punts. A - : agWVSurwy 02.N14 ; 4L ~-01 In •J rr•e 1nn7 n •nu ' APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER O t LA Q Issued in Ohio Under Authority of Auditors Taxing District Parcel Number 7~ Sow G" w' Address of Property p' Subdivision Lot - Applicant's Name: NCw G A.4 e 6 Phone Number: ~a G bb S I Email Address: Fax Number: 3 34 - 06 5 5 Owner's Name; ej Aya,t' SorAmers Phone Number: 33(v- 774 Address: Designer's Name: ArA' - a~ Phone Number: q - 57'? 5,3 $ (M Address: l Builder's Name: ~ U ,&yAA I-0 y1nM-cr S Phone Number: Address: (.,645 I">I ~~NS~~ 61 Ay Builder's ID: Type of Improvement: Spec Improvement Cost: v 6G Number of Bedrooms: ~I Heating Fuel: Number of Gas Appliances per Unit: Number of Baths: 3 Sewage Disposal: Garage Building Height: ~g Water Supply: `i? / / Number Car Garage. oZ c Building Zoning Unfinished Basement b9~ O Lot Area Finished Basement 7 Total % Occupied by Structure 'c Lower Level S 1 st Floor , Z 7 yA Front Setback A4. 2nd Floor jQg L//, Rear Setback ag ts. a 3rd Floor Right Setback Other Left Setback y2~. Garage rto (01/0 Lot Width at Building Line Deck/Screened In Porch f Gross Square Feet 49 J Zoning District -WAz ru Building Area at Ground Level ;1.3 b6 Existing Use of Property /Zrj Living Area f /,Z, Flood Plain Yes No The owner of this building and undersigned, do hemby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given this application, drawings and specifications are to the 4 I best of their knowledge, true and correct. Signature of Applicant Date Received Date eceived Date Received Date A proved Date Approved r Ca v Date Approved 10) O Zoning Official Plans Examiner Issuing Authority CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201417 Date 10/25/07 Revision number . . . . . . . 1 Property Address . . . . . . 5879 WINSLOW CT Parcel Number: 274-001404 Alternate Address: GLADE Q BALLANTRAE #20 Tenant nbr, name . . . . . . SQ FT 4753 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . NEW CASTLE BUILDERS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 460.00 Plan Check Fee .00 Issue Date . . . . /p-2'5-07 Valuation . . . . 0 Expiration Date . . 4/22/08 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 . . 4/22/08 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 . . 4/22/08 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 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/22/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201417 Date 10/25/07 Revision number . . . . . . . 1 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 . . 4/22/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201417 Date 10/25/07 Revision number . . . . . . . 1 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. NOT ZONED FOR MULTI-FAMILY OR SEPARATE RENTAL RESIDENTIAL USE A MINIMUM OF 25 FEET FROM FACE OF GARAGE TO EDGE OF DRIVEWAY IS STRONGLY RECOMMENDED FOR EASE OF MANEUVERING. Other Fees . . . . . . . . . RES BLDG INSPECTION 470.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due 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 4 Application Number . . . . . 07-00201417 Date 10/25/07 Revision number . . . . . . . 1 Permit Fee Total 2460.00 .00 .00 2460.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5664.00 .00 .00 5664.00 Grand Total 8124.00 .00 .00 8124.00 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 REQUEST FOR PUBLIC RECORDS Specific Records Requested: Address Ly ) ~cS /U~ Application/Permit No.: Individual Initiating Request: t~j~ Name (please print) Address:n/7 2 Jn /0(-e) C,~ Ci /State: t b/ / v/ Zi : Telephone No.: / 3 (oio Re uestor's Sin Date: R PLEASE TAKE NOTE: (initial below) I understand the documents requested may be protected under Federal Copyright Laws. / I understand the author of the requested documents may be notified of this request. Customer Acknowledgement of Receipt: On a e , I received the above-referenced documents. FOR OFFICE Author's e: Date Contacted: 1 G) q Author's Telephone No Employee Assisting in Research: Date: Records Provided: Cost of Reproduction: Comment/Special Accomodations: Excel/Request for Public Records Updated 2-01 09/25/2007 09:45 FAX 121001/001 a ~ ' 41 6 0 ~ tl- o z ~ Qd oQy~~ O c O 04~ ~ E OooM~~ zzw >UlIII7~7$a t Q Sao 51 V ..1 lu Q d Q CL < 4 Q ~ ~ tll s[l TWO OL lz VU p•Qtu~~~ Q4 =mfg=i-~~ to cnmr~?= S1P-24-2807 09:27 From:M2 DESIGN GROUP 6148445852 To:614 336 0655 P.2/6 REScheck Software Version 4.1.0 Not Compliance Certificate Repoli Dale: ffina 7 OWN ti6name: i1MZsww~toompOhyrCRenisViui~rsVlOwCasev 2t1K.1hlt~ItW20 rrrk Energy Code: ZOOa fECC LatafOM OnbNe jFMMgM). oft Sk*o CaneMw. w Typo sum" Divnieean: oft. taoee 0 des. from North Gistoing At" PWM"Qa: t1M1G Healing Doom* Days- 5719 Catslruction site. OWIW/Agwt DesgnedCor hwW. Lot 20 sdwd ea Newends Dutdere Nseft Sheh Dubin. CH 43017 M2 Design Group LLC 7140 N High St. SWO M. Wathinglon. OH 43065 614 844-5655 Mmintu n UAL 11015 Yotw Hama UA: M = 22.1% Salter Than Cods Calling 1: Fiat Ceiq or 9dwer Tnae 2120 30.0 OA 74 2x4 Waft -1st It. Wood Few 110" ac 1050 13A 0.0 69 Wkxbm -1st M: Vinyl FmnwMouW rifle with Lew-E 172 0.M 60 Door- let 9G s" 37 0250 9 7a$ woes -161 ec Wood Fop . 18' 0 4. 739 19.0 0.0 32 YI/Hhdowe: VINO FremsZoubie POM With LOW-E 25 0.350 9 Door. Sand 20 0150 5 Doort'ettr:talm lei 0.350 56 234 Wells - Znd IIr. Wood Freaw 11i o .r- 2939 13A 0.0 231 Wndow - 2nd 1Ir: Vinyl Fr=wMauhb P~rie 116 0.350 41 2x9 Waft - 2nd Or. Wood from. t6' o.6. WA 19.0 0.0 36 Wtadows - 2nd Or Vbfyi FromeMouble Patty hetth Low-E 33 0.350 12 Bieeilent Welk SW Conaete or MaMO W 1143 0.0 11.0 117 Wall hemp: ax Depth bsic a grads: e.a kwAgdeft dsod+: 2.0' Crawl Wsi: Said Concreft or Masonry 328 DA 11.0 38 Wall h@WW 9.0' Depth blow prods: 2.3' kmft ion dW t: 2.7 Inside below ga0e 0000: OAw Furnace 1: Forced Hot Aif90 AFUE Air ConddOner 1 • Ebctric COMO AM SEER C m n p F i o n c c Sbhstraat Thal u F u ad butdiep design desabed hero is consident with the balding plans. specilmatians. and of= CalaANans afbrntaod with Oa peftftlt appNoodon. The peaposed kA ft hes boon designed loreel t e 2003 IECC requi ernenis In RESchsdt Version 4.1 .0 end 10 an* with the ma WMwy regeillmenb fished in the RE$chedr epecpon Oweidet. NSF ,S 944 ~OAr W~- 911?/~ pool -?file Date Pepe 1 015 SEP-24-2007 09:27 From:M2 DESIGN GROUP 6148445852 To:614 336 0655 P.3/6 REScheck Software Version 4.1.0 Inspection Checklist Date: 09/18/07 Collings: ? CoiNny 1: Flat Coiling or t uvwx Truss, R-30.0 cavity insulmion comments: Above-Grade Walls: ? 2x4 Wets -1st fir Wood Frame, 16' o c.. 8.13.0 cavity Insulation Co nments- ? 2x6 Wales -1st ft Wood Frame. 16' o.c.. R-19.0 cavity btsuletlon Comments, O 2x4 Watt - 2nd fir: Wood Frame. 16' o.c., R-13.0 cavity insulation comments: ? 2x6 Walls -2nd Or Wood Frame, 16' o.c., R-19.0 cavity insWation Comments: BiselfleM Walls: ? ftsement Wall, Solid Concrete or Missnnry, OX Id / SAY hg 12.17 insist, R-11.0 apntrwous b ukMirnh Co"~%$. Exkvkv inSulatarn teat 8 rod, upaquo, wealhw-nrsisl:ml protrx:livu arvwing Y?at rivers Me exposed (above-Wada) insulation aril extends at lead 6 in. below grode. Windows. ? Windows - 1st tlr. Vinyl Frame0ouble Pam wkh Low-E. U-(actor: 0.350 For windows wiTbotl labeled U-lagors, describe features; *Penes, _ Frame Type Tbermei Break? _ Yes _ No Comments. ? Windows: Vinyl Frsme:Ocuble Pars with Low-E, U-tadw: 0.350 For windows wkhout labeled U-iactors, describe feat aes: #Parres _ Frame Type Thwrnal Break? _ Yet _ No Comments: Q WirKlow - gird ik: Vinyl FromeMouble Perko, U-tacku- 0-350 For windows whhout labeled U-factors. describe features: AlManaa _ Frame Type Themhai Oreark? - Yes - No Comments: ? Wiminws - 2nd fir: Vehyl FramwOrmtrin Pane with Law-E, U-Yoder: O. MW For windows wkhout labeled 1.1-factors, describe features: NPanes - France Type Thermal Beak? Yes No Co runts.: Doors: Door- ist 8r. Solid, U-faelor:0.250 Comments- 0 Door: Solid, U-NOW. 0.250 Comments: Pape 2 of 5 SEP-24-2007 09:27 From:M2 DESIGN GROUP 6148445852 To:614 336 0655 P.4/6 moor PeW. Glass, U-ieoor. 0 no C:ommentr,: Crawl Space Wails: ? Crawl Wail: Solid Co weto or Maswxy. 3.0' ht ! 2.3' bg 12.0' ext. insul J 0.0' inside bg depth. R-11.0 continuous insulation Comments: Applies to wags of unventilated crawl spaces. Exterior insulation has a rigid, weaftr-resistant protective covering that covers the exposed (abov"rads) Insulation and extends at least 6 in. below grade. Heating and Coding Equipment: ? Furnace 1: Forced Not Air. 90 AFUE of higher Make and Model Number: ? Ain Conditioner 1: Electric Central Air: 13 SEER or higher Make end Model Number: Air Leakage: ? Joints, penetrations, and all other such openings in the buifdrng envelope that are sources of sir leakage am sealed. ? Recessed lights arc 1) Type IC rated, or 2) installed inside on appropriate sir-" assembly with a O-V olaamnce from cornbusUbkr materials. If nor-IC ralod, feduros arc installed with a r clearance horn insulation. Skylights: U Mininruen insulation r¢yuirement for skylight shafts equal to at gawor than 12 Inches IS R-19. Vapor Retarder: a kwtaMed on go want,-in-v infer side of all non-vented Immed ceNngs, walls, and floors. Materials ldeertHlaation: U Materials and equipment are :wtasad in accordance with the manufacturer's installation instructions. ? Materials and equipment we identified no that compliance can be determined. ? Manufacturer monvals for all irWelled healing and onoting equipment and servirA water heating squonwV has been provided. ? Insulation R-values. glazing U-factors, and healing equipment efFaatcy are dearly marked on In bulling plans or specifications. ? Insulation is installed acconfng to manulatlurW9 instructions, in substantial contact with the surface being insulated, and in a nenner that pohiem the rated R-value without gominessing On irnsululiom :Duct Insulation: ? supply ducts in uncvndiMOnsd attics or outside ale buikgng are insulated to R-8. ? Return ducts in unconditioned aloft or outside tine builtift are iroulsled to R-4. ? Soppy ducts to unconditioned spaces are insulated b R-8, ? Return ducts in unconditioned spaces (except basements) are invAsted to R-2. Imulation is not rogrired an return ducts in basements. 0 Where exterior wags are used as plenums. the wall is insulated to Rte. (Duet Construction: U Oud owneclions to tlargus of air diaVftUun system equipment ate Scaled and mechanically fastened. U At ioirds, towns, and wrrhoctions are sucurefy fastened with wolds, gaskets. massm (adho"s). rnastic-plr ombeddod-fabric. or tapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and lodtirVype longitudinal joints and seams on ducts operating at less than 2 in w.g (500 Pa) D The HVAC system provides a means for batanc" air and water systems. Temperature Controls: 0 Thermostats exist for each separate WAC system. A manual or automatic means to partially resirld or shit off the heating "or ooolithg ir"A lueach zone or floors provided. Service Water Heating: U Water heaters with vertical pipe risers haw a heat trap an bash the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ? Circulating hot water pipes we insulated to the levels in Table 1. Pepe 3 of 5 SEP-24-2007 09:27 From:M2 DESIGN GROUP 6148445852 To:614 336 0655 P.5/6 Circulating Not Water Systems: 1.1 Chcula ft hot water pipes arc insulated to the levels in Table 1 Swimming Pools: 0 AN healed awimffft pools have an "of heater switch and a cover unless over 20% of the heatitg energy is from nonmdepleteMe sources. Pool pumps have a time dock. Heating and Cooling Piping Insulation: L1 WAC piping conveying IhAds above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. page 4 of 5 SEP-24-2607 09:27 From:M2 DESIGN GROUP 6148445852 To:614 336 0655 P.6/6 Table t : Afinknuon IbsltibOon ThlV Jams for Circulataig Hot Water Pipes tnsufalion Thickness In Inches by Pipe 31st HMWAe uk" RwgYb Cie sting (Maim and Runeuts meowwakw M Tommah" Up b 1" Up b 125' 1.5' to Z.0' ova r 170.180 0.5 1A 1.5 2.0 140-189 0.5 0.5 1.0 1.5 100.139 0.5 0.5 0.5 1.0 Table 2- i kdm m knsutafion Thickness for HVAC Pipes fluid Temp. Insulation Thk kmn In Inches by Pipe sines piping Symm Types ~ .F1 ' Rtswwifs V end Lo" 1.7.5• to 2.0' 2.5'k) 4• LawPMUW*ffompwmm 201-250 1.0 1.5 1.5 2.0 LAW TOmporaRM 106-200 0.5 1.0 1.0 1.5 Stem Condetaob (for teed water) Any 10 10 15 7.0 Cologne sym- ChiMed Wator. Rekkwant and 40-55 0.5 0.5 0.75 1.0 Brim Etebw 40 10 10 1 5 1 5 ROTES TO FIELD: (8uiMq DepaArnent use only) . Page 6 of 5 M G'`% 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 v Application No. n'7- 20 I y/ "7 ~ o N CL m o Date Reviewed 9~.ZtI O '7 0 o E v ~ U 0 Cj v a Reviewed By Plan Reviewer's Comments & Notes O.a o z a O 7 L) " a. Q j2 Approved d o° Z _149 8 P.- N > C CJ M OBBC Modal Energy Coda AJEC Check worksheet required klanual XG4444-6ea4s /C Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 3/4"max. riser 10" min. 1. ends and 6'8' headroom R303.6 Stain,vay Illumination R311 Handrails & Guards R312 Schedules Required on Pla :s; houses, additions and R303.1 Light & Ventilation Schedules sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R308 Required Safety Glazing R309 Attached Garage Fire Separation / 1318's.c. or 20 min. door aid 5/8" gyp. Bd. Typo "x' on V all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq ft. (24"net hgt. 20'rel width) max, window still ? hgt. 0( 44" a f f R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8-, habitable s;.a:e 216"x 6'8'(min) R311.4.3 Landings Minimum 3'x 3' R31122 Understair Protection 1/2' gyp. Bd. Type R313 Smoke Detector Locations / Bsmt./hallway/bedrooms s•, ,ad to prime electriclbattery / pack - uplinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112' anchor bolt @ 6'0" ec;7' into masonry & concrete R404 Foundation wall sizes & reinforcements Stamped engineered founda',on plan required for houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications requ ad on drawings R502.5 Allowable girder spans Per Tables R502.5(i) & R502.5(2) R502.6 Bearing i 1" for wood & steel/ 3' f.rmasonry & concrete R502.11.4 , Floor Trusses v000' I Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c 'O O Q N G M N G 0 c o` u U 0: u CL of z a Plan Reviewer's Comments & Notes U u _ a Q N U -0 O O M M Z 0 1A c G i R503 Floor sheathing 8(402.2) R 506 Concrete floors on ground R602 Wood wall framing Ro02.7 Headers ? Tables 502.5(1) E R502.5(2 8602.10 Wall bracing R603 Steel wall framing ? R703.7 Masonry veneer Table 703.4 R802 Wood roof framing ? Show truss profiles on'roofFran 8802.3 Framing details Rafter f:es, join( not perper.~f:cufar to raRars 8002.4 Allowable ceiling joist spans R802.5 Allowable after spans Vol R802.10 Roof trusses Stamped engineered roof trusses required at framing inspection R807.1 Attic access 22" x 30" R1001 Masonry chimneys Spark arrestor with rain cap ;or City Ordinance R1002 Factory built chimneys R 1003 Masonry fireplaces Spark arrestor with rain cap R 1004 Factory built fireplaces Table 1003.1 & Figure 1003 1 R 1005 Exterior air supply M 1701 Combustion air Stud size 50 cubic per 1,000 bfu/h R802.3.1 spacing Table 8502.3.1(2) Frcnt & Back Form Revised 04/12/05 «.....a.__ "Y I IYY~I~Y~w Yllr•IYYIYII 07- ao IY17 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system DESIGN CONDITIONS Outdoor: Summer DB/WB Winter Inside: Summer RH Winter Range Swing 95/ 73 5 50% 24 O.OF ROOM BACK HALL House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 486 SUBTOTAL (All H-LOADS) 853 x SWING MOLT. 1.25 + INFIL. & VENT. CFM x 77 1 77 x DUCT MOLT. 1.00 =SUBTOTAL 930 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 680 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 837 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 680 + OUTSIDE AIR LOAD AIR QUANTITY (CFM1 infl.&vent. cfm x load (cfm) Ix 37 37 = TOTAL COOLING LOAD 717 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 28 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) Ix 15 15 total heating load / heating CFM factor 54.00 15 = LATENT COOLING LOAD 15 COOLING SENSIBLE HEAT FACTOR =SENSIBLE COOLING LOAD 702 sensible cool. load / total cooling load 0.9791 Printed by: P Williams Air Expert Filename: BALL20.RZR Page 1 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BASEMENT House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 2,110 SUBTOTAL (All H-LOADS) 26,929 x SWING MOLT. 1.25 + INFIL. & VENT. CFM x 77 61 4,697 x DUCT MOLT. 1.00 =SUBTOTAL 31,626 x SUMMER CLIMATE MULT 1.12 x DUCT MOLT. 1.00 =SUBTOTAL 2,954 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 28,463 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 2,954 + OUTSIDE AIR LOAD AIR QUANTITY ICFM1 infil.&vent. cfm x load (cfm) 5x 37 185 = TOTAL COOLING LOAD 3,139 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 123 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 5X 15 75 total heating load / heating CFM factor 54.00 527 = LATENT COOLING LOAD 75 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 3,064 sensible cool. load / total cooling load 0.9761 Printed by: Williams Air Expert. Filename: BALL20.RZR Page 2 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BEDROOM 2 House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 1,458 SUBTOTAL (All H-LOADS) 1,469 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 3 231 x DUCT MULT. 1.00 =SUBTOTAL 1,700 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 2,041 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 1 530 = TOTAL HEATING LOAD 1,530 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 2,571 + OUTSIDE AIR LOAD AIR QUANTITY ICFM1 infl.&vent. cfm x load (cfm) 5x 37 185 = TOTAL COOLING LOAD 2,756 COOLING OR HP CFM - # PEOPLE x 230 1 230 sensible cool, load / cooling CFM factor 24.80 98 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 5x 15 75 total heating load / heating CFM factor 54.00 28 =LATENT COOLING LOAD 305 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 2,451 sensible cool. load / total cooling load 0.8893 Printed by:. 'Williams Air Expert Filename: BALL20.RZR Page 3 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BEDROOM 2 BATH House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 1,101 SUBTOTAL (All H-LOADS) 694 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 6 462 x DUCT MULT. 1.00 =SUBTOTAL 1,156 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 1,541 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 1,040 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 1,541 + OUTSIDE AIR LOAD AIR QUANTITY ICFMI infil.&vent. cfm x load (cfm) 8 x 37 296 = TOTAL COOLING LOAD 1,837 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 69 - OUTSIDE AIR LATENT LOAD FURNACE CFM inflUvent. cfm x latent load (cfm) 8 x 15 120 total heating load / heating CFM factor 54.00 19 = LATENT COOLING LOAD 120 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 1,717 sensible cool. load /total cooling load 0.9347 Printed by: Williams Air Expert, Filename: BALL20.RZR Page 4 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1 -system ROOM BEDROOM 3 House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 1,461 SUBTOTAL (All H-LOADS) 1,474 x SWING MOLT. 1.25 + INFIL. & VENT. CFM x 77 3 231 x DUCT MOLT. 1.00 =SUBTOTAL 1,705 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 2,045 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 1 530 = TOTAL HEATING LOAD 1,534 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 2,575 + OUTSIDE AIR LOAD AIR QUANTITY (CFM1 infil.&vent. cfm x load (cfm) 5 x 37 185 = TOTAL COOLING LOAD 2,760 COOLING OR HP CFM - # PEOPLE x 230 1 230 sensible cool. load / cooling CFM factor 24.80 98 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 5 x 15 75 total heating load / heating CFM factor 54.00 28 = LATENT COOLING LOAD 305 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 2,455 sensible cool. load /total cooling load 0.8895 Printed by: Williams Air Expert. Filename: BALL20.RZR Page 5 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS RUCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BEDROOM 3 WALK IN House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 142 SUBTOTAL (All H-LOADS) 332 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 0 0 x DUCT MULT. 1.00 =SUBTOTAL 332 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 198 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 298 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 198 + OUTSIDE AIR LOAD AIR QUANTITY lCFM1 infl.&vent. cfm x load (cfm) 0 x 37 0 = TOTAL COOLING LOAD 198 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 7 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 0 x 15 0 total heating load / heating CFM factor 54.00 5 = LATENT COOLING LOAD 0 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 198 sensible cool. load / total cooling load 1.0000 Printed by: Williams Air Expert Filename: BALL20.RZR Page 6 10/04/2007 15:15 Version 2.01 I ~ M Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BEDROOM 4 House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 1,706 SUBTOTAL (All H-LOADS) 2,240 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 5 385 x DUCT MULT. 1.00 =SUBTOTAL 2,625 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 2,388 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 1 530 = TOTAL HEATING LOAD 2,362 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 2,918 + OUTSIDE AIR LOAD AIR QUANTITY ICFMI infilAvent. cfm x load (cfm) 5 x 37 185 = TOTAL COOLING LOAD 3,103 COOLING OR HP CFM - # PEOPLE x 230 1 230 sensible cool. load / cooling CFM factor 24.80 112 - OUTSIDE AIR LATENT LOAD FURNACE CFM infilAvent. cfm x latent load (cfm) 5 x 15 75 total heating load / heating CFM factor 54.00 43 = LATENT COOLING LOAD 305 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 2,798 sensible cool. load / total cooling load 0.9017 Printed by: Williams Air Expert Filename: BALL20.RZR Page 7 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BEDROOM 4 BATH House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 180 SUBTOTAL (All H-LOADS) 439 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 6 462 x DUCT MULT. 1.00 =SUBTOTAL 901 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 252 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 810 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 252 + OUTSIDE AIR LOAD AIR QUANTITY (CFM) inflAvent. cfm x load (cfm) 5x 37 185 = TOTAL COOLING LOAD 437 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 14 - OUTSIDE AIR LATENT LOAD FURNACE CFM infilAvent. cfm x latent load (cfm) 5x 15 75 total heating load / heating CFM factor 54.00 15 =LATENT COOLING LOAD 75 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 362 sensible cool. load / total cooling load 0.8284 Printed by:' 'Williams Air Expert Filename: BALL20.RZR Page 8 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BEDROOM 4 WALK IN House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH SUBTOTAL (All C-LOADS) 196 SUBTOTAL (All H-LOADS) 447 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 1 77 x DUCT MULT. 1.00 =SUBTOTAL 524 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 274 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 471 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 274 + OUTSIDE AIR LOAD AIR QUANTITY ICFM1 infl.&vent. cfm x load (cfm) 0 x 37 0 = TOTAL COOLING LOAD 274 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 11 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 0 x 15 0 total heating load / heating CFM factor 54.00 8 = LATENT COOLING LOAD 0 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 274 sensible cool. load / total doling load 1.0000 Printed by:. Williams Air Expert. Filename: BALL20.RZR Page 9 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM BONUS ROOM House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 2,584 SUBTOTAL (All H-LOADS) 5,072 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 11 847 x DUCT MULT. 1.00 =SUBTOTAL 5,919 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 3,617 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 5,327 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 3,617 + OUTSIDE AIR LOAD AIR QUANTITY (CFM1 infil.&vent. cfm x load (cfm) 7 x 37 259 = TOTAL COOLING LOAD 3,876 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 152 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 7 x 15 105 total heating load / heating CFM factor 54.00 98 = LATENT COOLING LOAD 105 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 3,771 sensible cool. load / total cooling load 0.9729 Printed by: Williams Air Expert. Filename: BALL20.RZR Page 10 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM DINING House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HB UIHG BTUH SUBTOTAL (All C-LOADS) 835 SUBTOTAL (All H-LOADS) 945 x SWING MOLT. 1.25 + INFIL. & VENT. CFM x 77 2 154 x DUCT MULT. 1.00 =SUBTOTAL 1,099 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 1,169 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 2 1,060 = TOTAL HEATING LOAD 989 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 2,229 + OUTSIDE AIR LOAD AIR QUANTITY (CFM) infilAvent. cfm x load (cfm) 4 x 37 148 = TOTAL COOLING LOAD 2,377 COOLING OR HP CFM - # PEOPLE x 230 2 460 sensible cool. load / cooling CFM factor 24.80 74 - OUTSIDE AIR LATENT LOAD FURNACE CFM infilAvent. cfm x latent load (cfm) 4x 15 60 total heating load / heating CFM factor 54.00 18 = LATENT COOLING LOAD 520 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 1,857 sensible cool. load /total cooling load 0.7812 Printed by: Williams Air Expert. Filename: BALL20.RZR Page 11 10/04/2007 15:15 Version 2.01 i ~ Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM FAMILY ROOM House Zone 70/68 COOLING LOAD SUMMARY COOLING BEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 4,723 SUBTOTAL (All H-LOADS) 5,926 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 18 1,386 x DUCT MULT. 1.00 =SUBTOTAL 7,312 x SUMMER CLIMATE MULT 1.12 x DUCT MOLT. 1.00 =SUBTOTAL 6,612 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 2 1,060 = TOTAL HEATING LOAD 6,580 + APPLIANCES 200 = SUBTOTAL (Less Outside Air Load) 7,872 + OUTSIDE AIR LOAD AIR QUANTITY (CFM1 inflAvent. cfm x load (cfm) 20 x 37 740 = TOTAL COOLING LOAD 8,612 COOLING OR HP CFM - # PEOPLE x 230 2 460 sensible cool. load / cooling CFM factor 24.80 316 - OUTSIDE AIR LATENT LOAD FURNACE CFM infilAvent. cfm x latent load (cfm) 20 x 15 300 total heating load / heating CFM factor 54.00 121 = LATENT COOLING LOAD 760 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 7,852 sensible cool. load / total cooling load 0.9118 Printed by: Williams Air Expert Filename: BALL20.RZR Page 12 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM FOYER House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HB UIHG BTUH SUBTOTAL (All C-LOADS) 2,316 SUBTOTAL (All H-LOADS) 3,069 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 7 539 x DUCT MULT. 1.00 = SUBTOTAL 3,608 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 3,242 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 3,247 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 3,242 + OUTSIDE AIR LOAD AIR QUANTITY iiCFMI inflAvent. cfm x load (cfm) 6 x 37 222 = TOTAL COOLING LOAD 3,464 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 136 - OUTSIDE AIR LATENT LOAD FURNACE CFM infilAvent. cfm x latent load (cfm) 6x 15 90 total heating load / heating CFM factor 54.00 60 = LATENT COOLING LOAD 90 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 3,374 sensible cool. load / total cooling load 0.9740 Printed by: Williams Air Expert. Filename: BALL20.RZR Page 13 10/04/2007 15:15 Version 2.01 _ Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM KITCHEN / BREAKFAST House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HB UIHG BTUH SUBTOTAL (All C-LOADS) 2,919 SUBTOTAL (All H-LOADS) 1,678 x SWING MOLT. 1.25 + INFIL. & VENT. CFM x 77 13 1,001 x DUCT MULT. 1.00 =SUBTOTAL 2,679 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 4,086 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 2 1,060 = TOTAL HEATING LOAD 2,411 + APPLIANCES 1,200 = SUBTOTAL (Less Outside Air Load) 6,346 + OUTSIDE AIR LOAD AIR QUANTITY (CFM) infilAvent. cfm x load (cfm) 22 x 37 814 = TOTAL COOLING LOAD 7,160 COOLING OR HP CFM - # PEOPLE x 230 2 460 sensible cool. load / cooling CFM factor 24.80 256 - OUTSIDE AIR LATENT LOAD FURNACE CFM infilAvent. cfm x latent load (cfm) 22 x 15 330 total heating load / heating CFM factor 54.00 44 = LATENT COOLING LOAD 790 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 6,370 sensible cool. load / total cooling load 0.8897 Printed by: Williams Air Expert,. Filename: BALL20.RZR Page 14 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS RUCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Dese. 2 story. 1-system ROOM MASTER BATH House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 2,014 SUBTOTAL (All H-LOADS) 2,945 x SWING MOLT. 1.25 + INFIL. & VENT. CFM x 77 16 1,232 x DUCT MOLT. 1.00 =SUBTOTAL 4,177 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 2,819 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 3,759 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 2,819 + OUTSIDE AIR LOAD AIR QUANTITY (CFMI infUvent. cfm x load (cfm) 15 x 37 555 = TOTAL COOLING LOAD 3,374 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 126 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 15X 15 225 total heating load / heating CFM factor 54.00 69 = LATENT COOLING LOAD 225 COOLING SENSIBLE HEAT FACTOR =SENSIBLE COOLING LOAD 3,149 sensible cool. load / total cooling load 0.9333 Printed by: Williams Air Expert Filename: BALL20.RZR Page 15 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM MASTER BEDROOM House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HFATING BTUH BTUH SUBTOTAL (All C-LOADS) 2,098 SUBTOTAL (All H-LOADS) 3,013 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 6 462 x DUCT MULT. 1.00 =SUBTOTAL 3,475 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 2,937 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 2 1,060 = TOTAL HEATING LOAD 3,127 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 3,997 + OUTSIDE AIR LOAD AIR QUANTITY (CFM1 inflAvent. cfm x load (cfm) 8 x 37 296 = TOTAL COOLING LOAD 4,293 COOLING OR HP CFM - # PEOPLE x 230 2 460 sensible cool. load / cooling CFM factor 24.80 149 - OUTSIDE AIR LATENT LOAD FURNACE CFM infilAvent. cfm x latent load (cfm) 8X 15 120 total heating load / heating CFM factor 54.00 57 = LATENT COOLING LOAD 580 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 3,713 sensible cool. load / total cooling load 0.8649 Printed by: Williams Air Experts Filename: BALL20.RZR Page 16 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Dese. 2 story. 1-system ROOM MASTER WALK IN CLOSET House Zone 70/68 COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 130 SUBTOTAL (All H-LOADS) 711 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 1 77 x DUCT MULT. 1.00 =SUBTOTAL 788 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 182 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 0 0 = TOTAL HEATING LOAD 709 + APPLIANCES 0 = SUBTOTAL (Less Outside Air Load) 182 + OUTSIDE AIR LOAD AIR QUANTITY ICFM1 infil.&vent. cfm x load (cfm) 0 x 37 0 = TOTAL COOLING LOAD 182 COOLING OR HP CFM - # PEOPLE x 230 0 0 sensible cool. load / cooling CFM factor 24.80 7 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 0 x 15 0 total heating load / heating CFM factor 54.00 13 = LATENT COOLING LOAD 0 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 182 sensible cool. load / total cooling load 1.0000 Printed by: Williams Air Experts Filename: BALL20.RZR Page 17 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Ballantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system ROOM SITTING ROOM House Zone 70168 COOLING HEATING LOAD SUMMARY HEATING COOLING LOAD SUMMARY BTUH BTUH SUBTOTAL (All C-LOADS) 848 SUBTOTAL (All H-LOADS) 2,754 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 11 847 x DUCT MULT. 1.00 =SUBTOTAL 3,601 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 = SUBTOTAL 1,187 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 1 530 = TOTAL HEATING LOAD 3,240 + APPLIANCES 200 = SUBTOTAL (Less Outside Air Load) 1,917 + OUTSIDE AIR LOAD AIR QUANTITY ICFMI infil.&vent. cfm x load (cfm) 8x 37 296 = TOTAL COOLING LOAD 2,213 COOLING OR HP CFM - # PEOPLE x 230 1 230 sensible cool. load / cooling CFM factor 24.80 75 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 8 x 15 120 total heating load / heating CFM factor 54.00 60 = LATENT COOLING LOAD 350 COOLING SENSIBLE HEAT FACTOR = SENSIBLE COOLING LOAD 1,863 sensible cool. load /total cooling load 0.8418 Printed by: Williams Air Experts Filename: BALL20.RZR Page 18 10/04/2007 15:15 Version 2.01 Name NEWCASTLE BUILDERS REZCALC Address Uallantrae Lot 20 RESIDENTIAL ROOM-BY-ROOM LOAD ESTIMATE Desc. 2 story. 1-system SUMMARY FOR 18 ROOMS COOLING LOAD SUMMARY COOLING HEATING LOAD SUMMARY HEATING BTUH BTUH SUBTOTAL (All C-LOADS) 27,307 SUBTOTAL (All H-LOADS) 60,990 x SWING MULT. 1.25 + INFIL. & VENT. CFM x 77 180 13,860 x DUCT MULT. 1.00 =SUBTOTAL 74,850 x SUMMER CLIMATE MULT 1.12 x DUCT MULT. 1.00 =SUBTOTAL 38,229 x WINTER CLIMATE MULT. 0.90 + # PEOPLE x 530 12 6,360 = TOTAL HEATING LOAD 67,365 + APPLIANCES 1,600 = SUBTOTAL (Less Outside Air Load) 46,189 + OUTSIDE AIR LOAD infil.&vent. cfm x load (cfm) 133 x 37 4,921 AIR QUANTITY ICFMI = TOTAL COOLING LOAD 51,110 COOLING OR HP CFM - # PEOPLE x 230 12 2,760 sensible cool. load / cooling CFM factor 24.80 1,869 - OUTSIDE AIR LATENT LOAD FURNACE CFM infil.&vent. cfm x latent load (cfm) 133 x 15 1,995 total heating load / heating CFM factor 54.00 1,247 = LATENT COOLING LOAD 4,755 COOLING SENSIBLE HEAT FACTOR =SENSIBLE COOLING LOAD 46,355 sensible cool. load / total cooling load 0,9070 Printed by:. Williams Air Experts Filename: BALL20.RZR Page 19 10/04/2007 15:15 Version 2.01 a I i I 12'0 PIER x3b' DEEP 5L X POURED WITH SLAB, TYP. t 1 I I 4' CONCRETE SLAB I I I ON 4' GRAVEL (MIN), f ` 11 WIDE GRADE BEAM I' I I 11' MIN DEPTH BELOW GRADE I I I POURED WITH SLAB, TYP. LEI-REINFORCED I I I r -1 I I I I I I r. f - - . Ib -li I----------------- 30, - W I Il'-4 In' STO POCKET (P 8'x c3'-O# C40NC I WALL ON 8' x ib' FTG, TYP. I ROUGH-IN FOR I WEL I ® OPTIONAL BATH I _I. in i l/ry a. I. I Q \ O s I e ° a i REC ROOM t9e! I _c SIP, I j 01 9 I X LOWER LEVEL 5LA5 I ' 811 I C I 4' AIR ENTRAINED (2500 PSI) I CONCRETE SLAB OVER b MIL VAPOR i BARRIER, ON MIN. 4' GRAVEL FILL j 11 1 31n' I I I 1 r- I I I I DN '1 I r _ I I SR ~ I I L I I 1 v I 3,2r I I i I I I' I I U' I I 6'-1O 1n' 0 E f ~ bR ~ I I t _ I 9 3'0 ADSTEEL . I X I I ~ N. 5A5EMENT 5LA5 46 I 1 4' AIR ENTRAINED (2500 PSI) I I I i i b I CONCRETE SLAB OVER 6 MIL VAPOR j ° I $ARREIR ON MIN. 4 I a ,I ' GRAVEL FILL 77777777-7 I,ryi ~ i' I PERMIT NUMBER: CITY OF DUBLIN 07- - DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: 1 / Lot Number: ~ O Reviewer: P Address: Date: 5? 7 9 0 ,tn'Ia.~ a,,t~ /o I q 0:7 ITEM DESCRIPTION YES NO N/A 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. ? 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. ? 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). ? 14 &initary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 Ore-foot or more clearance is shown between basement floor slab elevation and end of service elevation fo: the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. ? 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodwax + 20 feet is shown and labeled FEMA FIRM Map Number: 23649(_0108G Effective Date: OFS- d Z• g 5 ? 23 Erosion control is shown, labeled and matches the approved construction drawings 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: f/ APPROVED ? DISAPPROVED ? Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 8/15/2007 N:\EneineerinQ\POLICY\F.NC;Pni 1) 19 dne wr rrrr.lr¦r¦r~rrl¦wrw¦r .r+¦rrsr.~¦r_~ _ FORDER 209 9 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212 0 Him LANDMARK BURWEV ORCUPo MORFORATED PHONE: (614) 485-9000 FAX: (614) 485-9003 O. 100081 DATE: 9/20/07 FOR NEWCASTLE BUILDERS HOUSE STYLE CUSTOM LOT/SUB'DIVISION 20 GLADE AT BALLANTRAE CITY/TWP OF DUBLIN ADDRESS 5879 WINSLOW COURT SCALE 1 30' DRAWN BY: BKG P. B. 110 PAGE 29-30 MINIMUMS: R: Mechanical S: 7' ' SIDE SIDE ,n Mac R..W. 15' TOTAL OF ~'r~~U~~ : FLAW"o wn or A. AhlrdurA - v11 EMC , esq~~~~ o Jr &CDrAa1aND6D G,yolq~Fc~~ ~~1~?~uvGr.~NEi; Sri~~ ~~q~q~q ~ LOT 21 ~jI GF 2~/ NECESSARY ~A Gam/ p~ QO `q~ RETAINING WALL MAY BE SLOPE TO MEET MAXIMUM SIDE YARD TEND NQ FO =d / qv~ ~n RETAINING WALL CANNOT EX 11411 INTO DRAINAGE ESMT* L4 SAN, SERV. TAP m > i w EOS=925.2 .Zi O pMj / z I N 934.1 137.620 934.6 u) N93 PR SED DRIVE r[ M Y 61,40' (n o f 934. J a' 3 935.4 N SLOPE=2.9% A P z _ n 935.8 I ILI W V, WAFTER ~y RES RVE "C" D 4506' I Sa.oq' ~ o NI: N J r 26 p0 6 ~`~'o o° 2 sc ~ I ? O F m r RI n~ I Oo / 9.0 ' s~~\ rr, QUO p t~ cn li C r'O -I 0 A I 27.33' °v 4/ RESIDENCE ? 9Cj \ y 9 m T m FF=938.0 O z m ~.FJ 3.00' TOB=937.0 3401 = V! 110 c Z O ° I A/C PAD BASE=929.0 / m Z O •~c N 3.60' °o \ _a { ' ° < LOT 20 10.0 ?J ,I ,l s ` N O 4 zZ L4 W / o $ OO s e 0 / J J (~t~F A ~CS~ S\O~i J ° 55.00'- 27.00' 177' L PRESERVE "g- NNE` 10' NO BUILD ZONi` o N 934.0 vla\I N1~L' 1437 CQ~~ .5 co m EX. 933.0 ux IiA ° CITY OF DUBLIN ~°'~?~!*~C ~"-1R'~; :t;t-v..RtNt; c OtitPtJA;vcE I HEREBY CERTIFY THAT THE FiOY! City of Dublin GRADE ELEVATIONS SHOWN ON -yc"7 0u J1\4, 0H10 APPROVED AS NOTED THIS PLOT PLAN ARE THE /D CW -0`7 VC e P P l o . 0.0 7 RESULT OF AN "AS BUILT" SURVEY LOT AREA=12256.3 SQ. FT. PERFORMED ON HARDSCAPE AREA=4103.1 SO. FT. REMAINDER=9153.2 SQ. FT. r. PERCENT COVEREAGE=33.5% ° .~e O F QAx NOTE: BUILDER TO MAINTAIN EROSION CONTROL O NOTE: BUILDER IS TO PROVIDE SCOTT QUIL'T' - TREE PROTECTION DURING ALL D * P _ i uNATURE DATE PHASES OF CONSTRUCTION. ' GRUNDEI NOTE: WATER SERVICE SIZE = 34" = -0 S_8047 O THIS PROPERTY IS LOCATED IN G/ST~Q.~!' J10 FLOOD ZONE X ~01 cLSII,~ r WE HEREBY CERTIFY THAT THE FOREGOING PLOT PLAN WAS COMMUNITY 39049C NN- PREPARED FROM INFORMATION PROVIDED BY THE CLIENT AND DATA OBTAIKD FROM ENGINEERM SUBDrAWON PLANS. THIS PLOT PLAN IS PANEL 0108G EFF. DATE 8/2/1995 TO BE USED BY THE CLIENT. FOR THE` SOLE PURPOSE. OF OBTAINING A BUILDING PERMIT; THE USE OF THE PLOT PLAN FOR ANY OTHER REVISIONS DESCRIPTION 9 lqqA USE IS STRICTLY PRONSITE0. 10/12/01 DUBLIN STNDS. 07 SCOTT D. GRUNDEI, P.S. DATE REGISTERED SURVEYOR NO. 8047 -MW OL LLANTRAE AVk d xuaptad Golf COMM"Riq • rcbitectuml Review Comumitee Plan Approval Notification Lot Number. ZO Section: Glade Date: 10/U/07 Address: 5879 Winslow Court Builder. Sommers Gutter ConnpM, Ltd. Ph ms for the above refemmeed Lot have beau reviewed by the Ballantrat Architectural Review Committee for compliance with: ¦ Atchittataral Diversity Standard ¦ Exterior Materials Usage ¦ Front Yard Set Back Requirements ¦ Site Plan Requirements Plans are approved as submitted for the above referenced elements. ¦ No Furdw Approvals Required O Additional Approvals Required as Follows: Approval Cerd%ed by: C4~ Charles P. Driscoll, Member Plans reviewed by Architectural Review Committee membew 0 Debmah Rudk-Good * Fsdw=* OWCarnmaortf * LLC R GcWAw , A=kitaM Mkci Houkaad,Amoelsteo 0 Pcm Z watt Fsdwx+e& GWCAMMWa oy ZLC 0 tewY~ , Laoafscape An 1~ 1ilie~iae~Pftc, l tpo Maf+i+ecr, XogE R wwoeietros IS tbgkr P. DMe A N4&w* GWCPmmwdda .LLC Cl 13 Rain Kearj*w* Atrl iwa i. ~~I r _ _~1 _ w.~. __a....~~~..._~. I~ j,. - _ _ _ ~I CONTINUOUS ''~3~;,~'" RIDGE VEN1, TYP. ~ > > s.... .,Y., i..., o-.i e E i ~ f E.r.... t s ! 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W 31 E BEEN REVIEWED FORANp ~~i,SlONtpL~a~~ Z p r s ~ ~o ~ 7 I ~ . ~ ; ~ ~ ; ~ ~ : ~ ~ ~ ; I ~ ' ~ : i Ixb FRIEXE W/ .i . 1 ~ ..M..,.,.,~_ ~ ...;.g. . . ~ SHALL COMPLY WITH THE ~ ~ ~ + ~ + ` W~ 2006 EDITION OF THE i ~ j : I ~ I ~ , . ;..i.. ~ " ''E` 3 3/4' CROWN TY . P ~ , r E f q ( Tl'P. iiESIDENTIAI CODE OF 0Nt0 ~~1 i:~ a 3 f f i ~ -0 ~ E~ 7. 1 t I ~ 3 ,i ~ ~ ~ ~ ~ . I a i., 1 ~ ; i ,1 > i.. I , ~ ~ 1 ~ ' f ' ' ~ ~ I 3 I ' { Ixb CORNER ~OARq ~ ~ - I < ; : AS AMENDEp R BOARD ~ ~ a. ~ ~ i I ~ . ~ ..l.~... ~ ~ I I I ..I,. I a I I , (E ~ r ~ i f i! I: e :i 3 .L: .s f~ : ( I E , a 'r ~ . , ~ ~ y ~ I E. i ~ i . i ~ i ~ : ~ ~ . A ~ 1 : E ~ i I I i : ~ f i~ ~ f I ~14e NoRr~ 1~1~~ 5r., ~uir~ 23m <.5 , , > lUORrI~INC~t0N, 0110 43m85 f f s', ~ y I l,~ y.:.~ tj ~ r. .i~ 7 H 1 i j~......:,.. Su. f f J 'r WwWM2DesignLLC.com t u ~ 3 i ~ 1• ~,,v. 1., mY ~ 1. ~ . : E P y . b 14.844.5855 L ~ Et M,,~_._„, ~ it . s : c ~ J ~ ,i 3,. iE ;~m.. 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I l ~ , __.____.~_..,_....w_.__..~_~..~_.___ . i0x PORCH BEAM REvISIONB W_.W..r_ W/ CROWN, TYP. ______._._....~__...........,~~._________._~._~.~..._.._...,....__.._...w._.~_.~_._____._ _ I,,, ' .,..._w._Y.~. I ~ .................._......._~n_....__..__w.....,........_..........____..~._______. IP 2 f ,f.j~:: :~,~,xv~:,::ll,.,w.,; ____~__m.._._..~ _ ..,....._..w..~_._.~_~_._____ _ N i', m_ i s< 3 9. ~ ,~f, SQU~R~ ~00fi~4~~ C0N5tRUCtION 5~t i V ~ ~:;r,=~HV,I,,,~ FIRST FLOOR 1142 SF SECOND FLOOR 1081 SF DATE i ,..~~jr TOTAL 2824 SF _M.____~_~..~. M._._~.__. ° ~ BONUS ROOM 414 SF o OV I O~i-f~ 8, 2f(Jt(J1 ,y rOrAL W/ BONUS 3138 SF r„ s.. ~ YO LUME AREAS Xx SF TIrLB p C~ARACsE SLAB XX SF B EMENT SLAB xx 5F x4-~ ,~~ti • ,t ~r'x' ~ 3 s ~ 1 f z r ' t~ Y wr s, u' 7 t :w 4..p,H~ : Y y ,o+~;: h~ ,~'s" ya. a , I I I. ~uM,~s{.I i; I I I I I I I I I I ~ ~I~~UJINC~ IN~~X ~~.~V~4`C~0N5 I I ? 5N~>=t sNEEr rlrLE I I I ~ I it TYPfGAL WINDOW TRIM: I I I ~ I I FRONT ANp REAR ELEVAT(ON5 1x4 TRIM AT 51DE5 ~v~ cretin nu I I iiinim iiinim par.ieE Gn I CULTURED I , 2 LEFT AND RfCsNT ELEVATIONS ©2mm7 M2 D~6I~u rzl~nup I 1 r. Ix4 SILL W/ CAP CAP 5qYV ~vvV ~ 1 I 3 FOUNDATION PLAN BAY I I 1 4 FIRS? FLOOR PLAN ALL DRAWINGS ARE AND SHALL REMAIN THE I I Ix4 HEADER W/ 3 GROWN I I I PROPERTY OF M2 DESIGN GROUP, LLC AND MAY I; I I I I 1 5 SECOND FLOOR PLAN NOT 5E USED, DUPLICATED OR ALTERED WITHOUT u I I I I 6 FLOOR FRAMING PLANS THE WRITTEN CONSENT OF M2 DESIGN GROUP, LLC 1 ROOF FRAMING PLAN I --------------JT-------- Q7t-- 8 BUILDING SECTIONS I 1----------- 9 5UILDINGSECTIONS 6HEETNUMBER ii 10 SECTIONS AND SCHEDULES I REAR 11 WALL BRACING DETAILS REAR ELEVATION 12 GENERAL NOTES f SC. . i SCALP: 1/4' : P-m' i i a I i~ I 4~ 55'-8' 24.4 12'-4' ;,~~~~0 F'p~i~': ---1 11-4 I GREGORY ~o~; 2'-D' - _ , ~ _ r I LLOYD ~I I - I I I r---- - I I :Ox, RF~~STE~~~ ~ I' 1 I I I I I I ~FSS ~ON~A4~~`~ I I I I I I I I I I I I I I I I I I I ~I ~ I I I I a~ I I I I I I I I 1140 NORT~4 ~IC~N 8 430850 I I I i I I I lllOR~'NIN~~ON, ON I 1 I I wwwM2pealgnLl.G.com I I I I X14.84 .5855 I ,I I I I I I.. I I ~ I a~ a PROJ~G1' I I 1 N - I ~ X, I 0 I ~ I I V 0 I I ~ I N I~ I T~ SLAV I I N p !3500 psl) GONCI~ L I I - I 4' AIR):NTiZAIN~ M}N. 4' GRAv1:L FIL I - ON I {~R ~ R AR I I POR ~ I Ov~R 6 MIL vA I I~I I I 1 I I I I I I I I I g A I I I I I I I I I I 6~ ~,allantra~ I ? I I I r---- I I/ I I I Lot z0 I -I I I I I I I I I I I r I r I I I I I ~ I I I I I I I I I } I I I I~.Ba I I I I I I I 9.0 I I u I I - UNIX. I I~-8' I, I I I 6~ I I I T~ 6LAB I I' I I I 4 GONGRE I I - ~ I 1 0 I I ON 4' GIZ4vEL tMIN). I , - - _ _ _ _ _ _ - ~ I I I I I I I I i I 12 GMU BLO I 1 _ - .G. AT TOP GOURSI: I I 0 I ~ _ - - I O BARING I I' I ~ I FOR SLAB ~ _ J / I I { '-10' I R I 9 I ~ I I I ~~I1.q~R - l I 13'0 ~ I 'i _ ~ I I I I 12.6 I I I r--- I I I I I I 16'-6' I I ~ I I I I I I m I I r I I I~ 1 I I ~puNp~~,ION PI-~N N~~uca5tle ~3ui1 erg I I I ~ I I a~ I I I ~ I I I I I I' 1 'i I I ,n I I I I I I I ' I I I I SCALE: 1/4' : I -0 (00~ ~i~1~8 ~d, ~ . Y 0 I I I I I ~I r,_-I I I H.~. IND{GAMS HAXARD CsLAZING pu~jlit~, 0 43016 I I I I I ~ I 1 . I I ' I I I I ~ I I I FAN INDICATES E~cHAUST FAN COMBO r I I I I I I F~. INDICATES EXHAUST FAN !LIGHT TEGTOR I I -I~-~ I I I~ I I I I I I I I I GD INDICATES GAR04N i~iONOXIDI: DE 0'I-0236 I I I ,.•I I I I 61 I I I I i 5D INDIGATI=S 5M0~ p~T~GTOR pROJEGT N0. i, ~ I I .,I I { - I ic1 I I I 61 ..I, . I G I _ 5 ~ I , ALL DETECTORS SHALL BE INTERGONNI=GT~p AND NAv~ ~M~ 0 I - I I G I M I a e BAtTI±R'~ BAGiCI.IP. q~~ ~ gEE GENERAL NOTES GLM I I I ? ~ GRAvIrL FILL ov~R x I ; I I I 3 M1N. I I OR OAI~~I=R TYP. I I i, 6 MIL vAP ~ I 5 I ~ I I I I I I I 5A INDfGATI=g SU~F'PLY AIR R~~lRl=p. GµEG1GED I SHEET I ) a~ ° I S/A I I I r~ I I ~ TRAINED t2 OD PSI z ~ I I I N I 4 AlR k`N MIL yAPOR ,n I I I I REVISIONS r° I Tlr SLAB Ov~R ~ I I I, I GONGRE FILL I ~ r-. I I r. I N MIN. Q G ~L e 4 ~ I I I BARRIER 0 I I , I I I I I I I P~~N Nofi~~ 1 N / I I I. I I ~ I I I I I..~ ..••I I I I 1. INTERIOR WALLS SHALL BE 2x4 STUDS A7 ib" O.G., U N I I I I ' ''i I I UN. I I I I ( I ~`1 I I I f.. I I I I I 1 2. INTERIOR p00R5~ ARE b'-e' HIGH, I I I ( I I I I I I I I I 3. WINpOW NI=ADER~ iN FOUNDATDN WALLS 5NAL1- 8E I I ` i I I I b I I . '`I I~ I I I DOUBLE HAND JOIE?, UN•0 I I,• I I I i I I• ••l I I ~ I 1 I I 3.4 I m I I + I METAL GONhl1=G70R5 OR FASTENERS TNA1' ARE IN DIRECT t ~ I ' I 4. ANY ON SAX PRE55URE TREATEp ECzAILVANIX D ~ G~NJ I l'~uG~ ~~N 5~~ ~ I I ~ 1 1 I I s I ' I CONTACT WITH N ITH ASS A123 FOR GOi,1NEGTORS AND ASTM AI53 9 I I I I I BE TYPE 304 OR T'fPE 316 STAINLESS STEE ~ AND FASTENERS PATE • N I I I I I I GLASS D FOR FA~TENI=RS. ALL CONNECTOR I I- ~ I I~ I I I GD ~ I I ~ I~ i I I I ~ 11e I I I SHALL 131= OF THE SAME MATERIAL. V~ 2~~`~ I 0 x / I 4' I N _ - - f 11.-_ I UN.O. - UNLE55 N©TED OTHERWISE ~G 10~~~ V ~I I - Iti / _ TITL1= 1 _ ~ - I I } I _ ~OOTfN~ ~G~i=pU~.~ rE II n I L.• I I I I I ~ ? 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POST WRAPPI=D x / ~ ~ ~'~f t l~ N I , ^ 0 m UJORtNINCstON, OHIO 43085 r WITH 12x12x36 W000 N ~ , , N PANELED BASE TYP. n 2~ X Z1-Im - wwwM2pesign~~G.com , ~ 7' 8'-I' 8'-I' l' ~ 14.844.5855 ~ ~ o w A w PROJ~Ct - - - - - - - (4)-2 10 BOX PEAM (41- x10 POX BEAM ~ - ~ ~ a ~ q ~ ~ x o x ~I I~ o ~I I~ I 9 m 9 m I x~l G IIx OV 0 CI-~ ~D R QI ~ IQ IU ~ UJ X N X N e 4'-1' 0 8'-4" 6'-1 ~ 4'-6" 4'-6' 1'-8' ~ I m 61 N N 1 1 m m (1)-2x6 l2J- x6 (21-2x6 ~alla~trae 1632 3232 1632 9 l , m I (31-2x4 STUgB I.Ot ~0 N 306 3068FX 3 68Fk 3P~68FR 8'-I 1/8' GLCs NT ~ G4N, AT SHED ROOF 48gWP ~R,4GC)=T, TYP. Ot: 2 18NWP W/ 301 R W/ 3010TR 24NWP W/ 3010TR 9010TR 6N 48DWP 48DWP - _ - - _ - (2)-1314' x 91/4' 1.9E LYL !FLUSH) ~ (3)-2x10 ()-2x10 ~ ~ ~ a Q I ~ I I I I ~ - ' II ~ , c0 - o 0 n ~ ib'-6' 12 -4111 ~t N ® ® ~i I MINI- ~ RA GE MINI- ~ I I 8'-8' 9'-I' 4'-6' x 3' 6' CONG.Sr OP z~ olla /~~+t lk U ~1~~f~J I cA ~ I I x I- ~ ~ N X ~ J ~ 911,E I I I 1 ~ t . N l e ~ (3)-2x6 BTUDS RLL HEICs N 12 X 12 ~ - 5 ~ I ~ I I V~ s m ~ r N ~ N 6 ~ N m ~ Yn EACH SIDE OF WINDOWS I 1 ~ I I ~ ~ ~ I ~ II u N ~ p v I I I~ N cOII~ z n I N - ~UI~D~R J Z - ' I I ~ RAISED BAR ~ I ~ q - 5 -01/2 8-0 - 61 I I u ~ ~ pi r--- I I ~ I 0 ~ r ~ I ~ I ~ I I ~ I I I I-u~ I I I I I d _ I DW I GD SD I II 16 -6 x 19 -I n u _ I UJaLK-IN I I ~ I NewcaStl~ ~uilder5 ~ 5-0 c.o. I I ~ I I LINE OF FLOOR I p ~ I ----J I ~ 601 Rings Rd. ~ pubitn, 0~ 43016 ~ APOYE, Tl'P. I ~ 's I m - ~ I l.~~t 2_6 G_0. _ N ~ I x I I 1 I p I ~ 12-~ X 10-~ _I I I ~ ~ 9~ I I o l m I SD x ~ 8'-1118' CLG IN I I I ~ x ~ I RANGE I m POWDER I e ~~~5~ ~!-~IV 142 5~ L I - S R 0 0 Q- ~ R fdT-0136 ® I ~ I I , SCALE: 1/4' = 1'-0' PROJECT N0. 2-8 C.O. 4-0 C.. 2-8 G.O. 1 H~Cs. INDICATES HAZARD CsLAZINCs q~WN GLMMVS Im M.~aTN 3'-6° - 5'-0' S'-0 Ill' 2' I' 12'-4112' I I c MASS 00 D ~ FAN INDICAt#=9 EXHAUST FAN GNEGKEq ELM ~ ~ I FAN ' ~ I N ~ _ FAN ~ I 1 I 1 o I \p ~ ~ in FAL INDIGAtEB EXHAUST FAN / LIGHT COMBO ~ m Z I r 13 X I~ m N ~ x ~ ~ ~ e REVISIONS A ~ 0 I ~r ~ ~ I x v ~ 0 VI - r cNV~ N~ ~ GiD INDICATES CARBON MONOXIDE pETEGTOR 1 m 4-0 G.D. 2~ - N OF F 00 - LIE L R ~ ~ o ~ ~ SD INDICATES SMOKE DETECTOR ALL DETECTORS SHALL BE INTERCONNECT!=D AND NAVE _ _ _ _ APOYE TYP. N Y ~ I - BATTERY BACKUP _ C~ 00 ~y p I N N ~ N I I I 11 X ~2 -2 N 9 - ~ I II 13'-0112' v 48WSP INDICATES WALL BRACING PANEL. SEE WALL BRACINrs DETAIL SHEET. 0 I 0 I ~~II ~ N ~ I U n I I? F/L ° F/L ~ ~ V I I I II ~nll 1- 3232 1 1 1 1 1 1 IUP I I _ LINEN (2)-2x8 ~ I I~ I I I I R - II ~ _ g ~ 1~~~N N0~'~~ CONSti~UCtION 5~1' 3'91/2 I I I I II ~ 3132 3232 48WSP ~ I e ~r (2)-1x8 l2)-2x8 4 -0 5 9 ~ 1. EXTI=RIDR WALLS SHALL BE 2x4 STUDS AT 16' O.C. UN.O. gATE N 2. INtERIOR WALLS SHALL BE 2x4 STUDS AT 16' O.C. UN.O. t p 48WSP 3232 Hf~. 301 TR 48WSP 32 2 48WSP I (3) 2x6 ~ (3I 2x6 I- (2) 2x8 I ~ b -6 8 6 8 6 b -6 3. INTERIOR DOORS ARE 6'-8' HIGH U.N,0. ~C I ~~~I~ 30'-0' l'-0' e CULTURED STONE 0 4. WINDOW, DOOR AND OPENINCs HEADERS IN EXTERIOR WALLS AND TITLE 9 INTI=RIOR BEARINCs WALLS SHALL BE l2)-2x8 MINIMUM UN.O. - p bxb P.T. POST WRAPPED VENEER AT THESE WALLS r ~ OV ~ ~ I O~C 1 I BELOW PORCH ROOF WITH 12x12x36 WOOD STOP vENEER AT HALF COLUMN 5. CsARAC~E SHALL BE SEPARATED FROM RESIDENCE WITH 5/8' TYPE X ~ I ~~oo~ STAIRS TO RUN PANELED BAST=, T1'P. 1 H ON RICsNT S DE OF PORC r.~YPSUM BOARD APPLIED t0 GARAGE SIDE OF COMMON WALLS AND PAST WINDOW (4)-1x10 PORCH BEAM, TYP. CEILING. 20 MIN. FIRE RATEp p00R OR 1 3/4' SOLID WOOD DOOR - - - - - - - REQUIRED BETWEEN RESIDENCE AND CxARACsE. U.N.O. -UNLESS NOTED OTHERWISE i b' 10'-3' 8'-b' 10'-3' 1'-0' b' ©Z001 M~ p~51C~N CxROUP, ~~G ALL DRAWINGS ARC AND SHALL REMAIN THE 2'-0' 3l'-0' lb'-8' 1'R01'ER17 OF M2 DESIGN CsROUP, LLC AND MAY unr ac uacn niia~ irerCn nQ ei rc~n uururxrc I ' 55'-B' iNE WRIiiEN CGN6ENT OF M2 DESfGN ~sROUP, LLC SHEET NUMBER C i i, .i 4 1 ' i Y i 4! I ~i ~~i 5'-2' ~ ~ ~ ~ 5 = GREGORY 55'-8 13'-S' ~ LLOYD, ' 5'-2~ b'-10' b'-1~° ~=ssrr~'"' 29'-8' _ a 32 8 - J I ~FQISTE~~ F 2'-0~' _ - - - - 3228 ~ ~''SS~ONA~~;~`~` r ,I I 13'-1' I I I ~ I 1 I X140 N01~Y~ I~IC~N 51D~u430$~0 1 1 UJOR1'~INIs~'ON, 04~ 1 I I Wwu~M2p~signLL .com 1 l I I ~14.844.58~5 I ~I I PROJ~G1' I 1 I I 1 I ` I I I I 1 I I. 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LIGHT GOM80 INDIGATEg ~ ~ a c~oS~T FAN im _g _ r F/L t~j GD INDICATES GARCON MONOXIDE DETECTOR I {''~u~~ION A 6~ ~ gAIL q O C0~ Ctill ~ ~a 'n a - - - - ~ ~ ~ Nrt. .6 a - - 8.11/8 ETEGTORS SHALL 13E INTERCONNECTED AND NA 8'-1118' ~ Nrt~ 9D INDICATES SMOKE DETECTOR >7ATE ALL D _ - - I 6 , I 1 BATTERY ~AGKUP SEE WALL gRAGING ~ I I 12'-4112' b~.0~ 11' NT. I 48w5ta lND1GATE5 WALL RAGING PANEL, Oc~O~~~ S~ L~~~ pN ~.0' ~ NT. ~.~j~ >I' Nfi. I L~fi ~ ~ b 11512 g~.p 112 I DETAIL SNEET• V 0 ~ 1/2' 14'-41l2 I 3 9 5D N - 1 i, T T C 1 ~ 111LF _ - ' ~ 1L ~ 0 IzA 0 C~.lA120 - - l.Y~S ~ " ~olcsµ>w 2 x 11-5 } ~l-~`N NO~~~ ~~~0~ I ~~~ON'~ I?. - vP~N fio _ ~):I.OW p I IoR WALLS SHALL 2x4 STUDS AT 16' o.c. ur1.o. _J 1. EXTER ~~~N _ _ 0 _ - _ - ~ ~ ~ IOR WALLS SHALL 13E 2x4 5TUD5 AT 1~" O.G. UN•O• n 2. INTER - - _ ~ IN{: - - _ _ _ _ - 61 8 -~`e cL~ I- _ _ _ - , JII I 3 -9 I/2 I 1 1 1 x _ 3. INTERIOR DOORS ARE ~,'.g' NIGH UN.O. I I I FAN ~ ANp OPI=NIN~s H>=Agi:l~ ~ a $ M N1r11 Ui'1 UN 0 5 ANI7 { I - _'---1 ~ I 1 I 50 R- ~ X11111 1 S 4. wiNDOW~ DOOR o x007 M~ p~SfC~N CROUP, I-~-G INTERfOR BEARING WALLS SHALL BE l2) Rp,WINGS ARE AND SHALL REMA~ THE ~ I I I I 48W5P ALL D 3 ~ 32 8 UN.D. - UNLE55 NOTED OTI~ERw15E ~Y ~ DIGAt~ED ~~AL BRED DTI-IOIiT t° 3228 N~• 4 P (2) x6 . „ , M~ ~~T uI~RItTEN C.f~r15ENT OF 1~1 DESiCsN ~SI~', LLC 32 6 (2) 7xro r, 17'-II Ile n. 48W5P (2) 2x6 N 8 6 l0'-81f2' 30 558, , G l i r.. 1 , z f : € ~ ::..........~..........,.;,..~3.;.:, a.:.-:~:,.E~.; ; i ~ ~ I~ i is ' 1 ,__.__...._m,.__,._.,....._.,_...._.,.__.,....__~_, 1 , ~ i ' I ~ __w., _ . t 4...,_....,_...,,. << ~ E. ...,.,,~_~,_~,.w.._.. __.1~._._.,, 1~.,_ . ...__..__..,..__,..._,rx _.,..W.~~... ~.W~._._, ~ f _.I I - ! _ r - - - - - - i I', - - - - - - - ~ wl I ~ ~ x ~..w - - - - ~ i i - - d" ~ I ~ E. I i - - : I _ _ _ _ ~ „ _ ~ f ' T__~ N - - - ~ i ~ ; i - - - - ~ - _ ( r - - - i I € I F ~f-~ - - - ~~ttllfflf I.. _ ~ ~ U ,.,..v . 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'I ji it ~9 ~ ,yyllllllll ~ Oyu. GREGORY 9 • LLOYD : 1x8 FASCIA = LER 2x 5UB FASCIA ~ 115 - - - - - - - - . .,.,._.__..._...m.._~___. - - - - - r --:f.. r... f 1 0' 2x LooK-our I, 0, RFOrst£4~`~ G~~; ~ I I I 1x8 FRIEXE ~r/sS~ONA~~~`~~ I 3 I W/3~ CROWN I 1 I i I t I I ~ ~5rt ~~00~ ~~IV~ p~fi~l~ I ~ I SCALE: 3/4' _ 7i4m NoRr~ ~~~N 5r., 5uir~ 230 I ! I I II I uJORr~IINGrON, OHIO 43085 I f I wwwM2ges(gn~~C.com I E I i, I PRE-ENGINEERED ~O 14 . 844.585 I I RooF rRU55E5 g 24' o.G. I i I s i~ I I I ~I I 30 YR DIMENSIONAL 12 PROJ~Cr ,j I I SHINGLES OVER 15~ FELT 12 I ~ 1/16' OSB SHEATHING 1 i I I WITH H-CLIPS I - IN ~ EERED PRE I I ATTIC TRUS 5 ~ 24' O.G. I I I I I I I I 'I I _ € I _ ~ I I A _ ~alla~tra~ I I I l.ot ~m , I f' I 6 6 I I STANpINCs 5EAP1 i METAL ROOF AT I ; I I ~ I r 2:12 ITGN f BA P I I 1x6 FASCIA 2x6 FT lll/ RA ER5 I ( I 2x4 GJ. g 24 O.G. I i I 2x SUB FASCIA I (I 4 4 II 0 I 1f 2x LOOK-OUT 24' O.C. PRE-ENGINE RED T SSES I CRICKET I CONTINUOUS SOI~IT VENT 10' ~ 24 O.G. I A5 REQUIRI=p I 1x10 FRIEZE W/ r 5~' CROWN - - ~ , - - ~ `'f 1 46 43 _ h 10 4 6 _ 2 4 4 -6 3 5 1/2 2 6 13 _ ~I I I OPENINCs STANpING SEAM CsIRpER TRUSS € E iNDING SEAM I~, I I W/ p00R OPENINCs METAL ROOF AT Y 1:12 11tH A P > . 2x6 RAFTERS lU/ r x:12 P~ITGNT S~CONp ~~00~ ~~V~ ~~~,41~ RAFTERS W/ SCALE: 3/4' = 1'-0' ~u~~-q~R - ~ - I - - - ; j 2x4 GJ. g 14 O.G. CJ. g 14' O.C. I (2 2x8 - l2 2x8 (1 1x8 I I' . w ( _ E! - I~ I I I I~ I - - ~ -I n ~ I 3 ~ f N~~uca6tle ~uilder5 ~ ' - - - - ~00~ ~~~Mf NCB 1~!_~4N b0l Rinnggs Rd. I I SCALD: u4' = r-0' publfn, 01~ 43016 f ~ ` 3 I I I I I I / -l Ei f E f ~ i _ i~ 7t~ I c I 3 INDICATES OVERLAY FRAMING -SEE NOTES BELOW I I ~ ~ X 7 ~ f lE c€ is is ~9 l ~ I I I N` - - - T~ I € - - f: C ~ . ~ • I I ~ ~'~,4N N0~'~5 PROJECT N0. 01.023b ~ _ _ ~ F~ i' I T I ~ 2x10 RAFTERS ~ ~ ~ ~ "n ~ ~m:::::`::::. ~ _ pBL ER I g 24" O.G., ?1'P. ~i, ~ I ~ I ~ f AFTERS I. FINAL TRUSS LAYOUT AND DESIGN ARE THE RESPONSIBILITY OF GLMMYS z I 1 ~I ~•C•~ 114E TRUSS MANUI=ACTURER GIRDER TRUSS LOCATIONS AND ALL DRAWN INTERIOR BEARING LOCATIONS FOR ROOF FRAMING SHALL BE GLM ~ I I I I I I ~ a PER THIS R001= FRAMING PLAN UN!_E55 OTHERWISE APPROVED BY CHECKED (K (K tX (K (K i tX fK IK w PK fK I w u~ w w w w w w w u~ p tb M2 DESIGN GROUP, LLC. ~ © I pOUBLE RAFTERS A? ~nJ ~ ~ ~ !K - l~ l~ I i i ~ ~ ~ LL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I I pOUBLE GEILINCs J015 I E RAFTERS Ar REVISIONS E CEILING JOIST 2. THE TRUSS MANUFAcCTURER SHALL DESIGN ALL GIRDER TRUSSES I ~,~E N „c I I I ;t'' (SEE 2Np FLOOR FLAP JD FLOOR PLAN) FOR AN ALLOWABLIE BEARING 97RE55 OF 425 PSI. TRUSS 3 ~a i I ; I ~ l2)-13 4' x 14' 1.9E LV RIpCs MANUFAG7URER MA'~Y PROVIDE BEARING BLOCKS OR SIMPSON TBE uu ' I I ui ITRUSS BEARING Ei~1HANCERB) IN PLACE OF ADDITIONAL GIRDER i ~ i I I I ~ I I,:; TRUSS PLIES TO ME:Er ALLOWABLE BEARING REQUIREMENTS. z I I ; HANGI=R FRONT TO BA I I ~ I I I I ~~E~< RIpGE TO MAIN RIpGE R FRONT TO BACK 3. OVERLAP FRAMING MEMBER SIXES: ~ I I I I I I WITH SIMPSON NWU NAr I I TO MAIN RIDGE MPSON HWU HANGER 2x6 RAFTERS ~ 24' O.C. w/ 2x8 RIDCsE MAX. RAFTER SPAN - 11'-9' (22 DEPTH, FIELp VEF IPTH, FIELD VERIFY) 2x6 RAFTERS Q 24' O.G. w/ 2x10 RIDGI: MAX. RAFTER SPAN - 14'-10' I I I 2x10 RAFTERS ~ 24' O.C, w/ 2x12 RIDGE MAX. RAFTER SPAN - 18'-2' I I I I I € I f' I I FAL51= CUPOLA I I I I UPOLA 4. GIRDER TRU66E5 SHALL BE SUPPORTED BY MINIMUM l2)-2x4 POST (GLUED CON51'i~UCtION 5~t AND NAILED). MINIMUM P05T WIDTH TO MATCH GIRDER TRUSS WIDTH. P05T5 t I SHALL BE FULLY BLOCKED TO BEAM OR FOUNDATION WALL BELOW. DATE I I ......~_~_W I I 3 w,..,..,...._ w., 4FTERS I I II II ~II t pp I I I I I 2x10 RAFTERS i I I I I I ~ 24" O.C., TYP. 1.C., TPP. U~~ II=I ~0~~ ~OWIV OC 10~3~1~ S, ~OO~ I I I I I I I I 3 I I I; I SINGLE TRUSSES TITLE I I SPAN (Fr.) UPLIFT fL8) MINIMUM HOLD DOWN REQUIREMENT 11 I I I I 1! I I I 3 I I I I I 12 -91 STANDARD NAILED CONNECTION ~00~ ~ I ' 412" I I 3 20 -151 STANDARp NAILED CONNECTION I ~1 24 -181 STANDARD NAILED CONNECTION 1-0 ~ (112x8 (2) 2x8 (2) 2x8 ' 28 -212 SIMPSON H2.5A OR N2.5T ~I V i 32 -242 SIMPSON H2.5A OR N2.5T , . 0 , 36 -212 SIMPSON H2.5A OR H2.5r u 40 -302 SIMPSON H2.5A OR H2.5r GIRD(=R TRUSS>:S SIMPSON LGT2 FOR 2-PLY OR LCsT3 FOR 3-PLY ©~m~~ M~ q~5~Cs1~ C~ROL~~, ~~C 1 ~ 2x6 RAFTERS W/ TABLE NOTES: ALL pRAWINCsB ARE ANp SHALL REMAIN THE PROPERTY OF M2 DESIGN CsROUP, LLC AND MAY ABOVE UPLIFT LOADS BASED ON 90 MPH EXPOSURE B NOT 5E USEp, pUPLICATEp OR ALTEREp WITHOUT y i g A xb GJ. 24 O.G. 1 4'-3' 4'-6' 4' 0" 4'-6" 4'-0' 4'-6' 4'-3' STANDARD NAILED CONNECTION ASSUMES f3) Ibd TOENAILED THE WRITTEN CONSENT of M2 DESIGN GROUP, LLc 1 U t- tDhI-11 I INC$ UL L UK,2 AI IUC NAILINU, HL.7 HUT IlUWN MUOI pC INSTALLED.) SHEET NU11BER I' ~i ~ ~ ilr 4 ',I ,i. I!. i GREGORY ~ LLOYD ' I' I i~ ~~o -4£?t~~~~.' ii o ;oc~ RF~IST~•4~ I. i®H A4.~~1~~ I'i. I, X140 NOI~TN ~ICsN 5 f0 43@85@ U101Z1'~INC~1'ON, 01~ w~~M2pesi~n~!-G•com I ~014.84~ .5855 pROJ~G1' ~I l ~allantra~ dot 20 i t2)14' LYL R1DC~E ~i. {4' LYL R1D~~ 2x10 RAF?I:tZS WI PRE-ENGINEERED ATTIC rRU~5~5 ~ z4' o.c. 2x8 GEII.INCz JOISTS a 24' O.G. 13'-8' TO ~ RIDC,E i~ 2X10 RA~Y~~S ~ I;~ ~UII~p~i~ 2x8 G~fl-INS JOIStS g 24' O.G. I ` ~l~u~ca5tl~ ~uild~r~ 6@1 R~ ~ Rd. 12 ~j 43@I6 publtn, 0 N Ei~D ATTIC PRA •~NC~I 1= 12 D8L 12AETER AND T12~4gSl:g ~ 24' O.G. GEILINCs JOIST BONUS I! G~05~fi 12 ~~p12001~ ~ 12 ~ ~ 01-f~236 ~OJ~GT NO. i 14'-5' ~"M~~ ,O 6'-2' D~~ GLM 9 w j. a ~w 9 ;n ~ ~ GNI:GKED ;n 2x10 SPF NO.2 FLOOR JOISTS o 16" O.G. 13'-I' I~,O~ -0' ~YISfONS NCB ~A~~~~ 5ififil 'V: I~ 9 i~ 1 Q ~ 3 12'-6' 0 Il'-2112' t rt C 0 i CONS l ~~V I l~lr 5F~ I. DATE I' i ZxlO SPF N0.2 FLOOR JOISTS ~ 16" O,G. ~f I' T1~DN OV 10~~~ ~i Z~~~ z I, E ~~~~~~N1' TITL1= ~ a' I' 5~c~ 101 i. ©2m0~ M~ p~51Cx e~~»M~~ HeG l~i~ 1? ~ ~ INCA S~Gfi f ON ~ AI.L DR,AWIr~s A~ ~>a i'ROP~RTY OF M2 f~E6tGN G~UA 7EREq DST NOT 5E 115ED Gul GRO f' 9GALE, 1/4 THE WRITTEN Car13ENT Of M1 DE9i~sN B~~ETt~B~R f0 14 G 5 f f u 4, SCAL1=: 1/ I I II _ _ ul i' i it i it I i i i' is i `.`'~E 1®F ~p~, ~P GREGORY f0 ~ LLOYD 581 15 RFQ~STE4~~ G CsUARpRAIL AT '~~SS~~NAL~~~,`~`, SEGONp FLOOR LANDINCs 114m NORM{ ~IIC~N 6T., SUITS 230 WORtI~INCstON, OHIO 43sD85 wwwM2pesign~~C.com r ~ 14.844.5855 w I PROJ~Ct N 12 pRE-~NC~IN~I=RED TAIL 12 BEARING TRUSSES ~ 24' O,C. I I ' ~allantra~ I ; I r I I ~ ~Gt ZO i DROPPED CEILING I I AT BATH II ~ II ~ I II ~ it I I I a~ ~I i. II II II ~I PRE-ENGINEEREq :p I I ~ ~ OOF T SS S ~ 24" O.G. I R RU ~ ~ 14" O.G. ~ i ~ 2xb RAFTERS AND I I ~U~~p~R 2xb CEILINCx J015T5 e - CCt ~ I I ~ ~r I ~I 24 O.C. ~ ro 3'-61/1' ~ ~ ~ ((k 12 I II ~ I II 3 3/4 ~ e Ne~uca6tle builders 601 R(nggs Rd. I I ~ publin, 0(~ 43016 it - I b' 6x6 P.T. POST (WRAPPED) WRAPPEpI ~ I ~ ATTAGN TO (4)-2x10 BEAM 2x10 BEA1~1 I 9 U2' WITH 51MF'S0N AG6 OR .C6 OR I r I l4)-2x10 P.T. PDi2GN BEAM AGE6 POST CAPS AND TO PS ANp TO I I ~ STS WITH ATTACH TO bxb PO SLAB WITH SIMPSON PB66 SIh1PSON AB66 OR ABE66 ~ 'SON PB66 I I ro P05T CAPS - COY p I 10' TREAD I ~ R 00 C~ ~ R SOY _ ~ j ~ ~ PROJECT NO. 01.0136 I 1' NOSING I 2x6 LEDGER, ArrAGH r0 C p~ I I I DRAWN CxLMMYB WALL 6TUD51LEgCzER WITH b' SIMPSON SDS Y' x 6' I ~ a~ 6' ~'-0' 5'-0' 19'-1' 10 -0 5C}~W5 16 O.C. I I z N GLM I~ ~ CHECKED in I Q ATTAGN bxb P05T5 TO SLAB i WITH 51MPSON PB66 3 -4 I U ` REVISIONS I~ r 2x10 5PF N0.2 FLOOR J015r5 g 16' O.G. I I~ FRAME LANDING I ~ N i _1 lU 1x8 JOISTS AT I6" O,G. I ~ I r ANp 2x4 STUD WALLS 12' crlu Ar 64' o.c. AT i 12 CMU AT 64 O.G. AT TOP COURSE FOR SLAB TOP COURSE FOR SLAB BEARING: BEARING: B' 8' CONSt~UCtION 5~t I I PATE I OC 10~~1~ V~ ~K/~~ f0 C ~ G~' StAf ~ S~C~'IO~I N u~ ~ SCALE: I/4' = i'-0' SCALE: lra' = r-~" TITLE i i HANDRAILS: ~ ~ I ~ p I ~I ~i HANpRAILS SHALL BE PROYIpI=q ON AT LEAST ONE SIpE OF STAIRS WITI~ 4 OR MORE RISERS. HANDRAILS SHALL BE MEASURED BETWEEN 34 TO 38 5~ G~' f O~15 I I INCHES VERTICALLY FROM THE NOSING OF THE TREADS. THE NANDC~RIP PORTION SHALL NO? BE MORE THAN 2' !CIRCULAR) OR 2Y4" fNGHES !NON-CIRCULA>~ IN GROSS SECTION pfMENSION OR BE AN APPROPRIATE SHAPE WHIIGH SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. ii ~uARDRA~ILB: ©2mm1 M2 p~SICzN GROUP, l.~C PORCHES, BALCONIES OR RAISED FLOORS LOCATED MORE THAN 30 INCHES ALL gRAWINCsS ARE ANp SHALL REMAIN THE ABOVE THE FLOOR OR CsRApE SHALL HAVE C~UARpRAILS NOT LESS THAN 36 PROPERTY DF M2 DESIGN GROUP, LLC AND MAY INCHES NIGH. OPEN STAIRS WITH A RISE OF MORE THAN 30 INCHES SHALL NOT BE USEp, pUPLICATED OR ALTEREp WIT!-IOU? uAvt ri I~VOnvAll 4 ~Int 100.4 t~~Al ~d° ulru irit~r~tnlet~ Qdll 5 5l.ldl I THE WRITTEN CONSENT OF M4 DESIGN GROUP, LLC NOT ALLOW THE PASSAGE OF A SPHERE 4' OR MORE IN DIAMETER i I ILLUMINATION: SHEET NUMBER ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH I 2006 RCO SECTION 303.6. i I _ _ - __.._~1__ - _ - - _ _ _ _ llV - PROVfpE FIRESTOPPING PER 2006 RC0 f 2006 0 WALL BRAG NG PER RG LIGHT VE~TILATI4N SCHEDULE FI STO ING SNA BE VfpE TO CUT 5 AL E BRACED WITH RQOP~9 RE PP LL PRO D EkTERIOR WALL PANELS N L B ROOP,1 ROOf~1 WINDOW TOTAL REQ TOTAL REQ BEI3R00149 SEE OFF ALL CONGEALED gRAFT OPENINGS (BOTH STRUCTURAL SHEATHING !48' WIDE MIN) AT EAGN AREA ~~tARKS GLAZ'~ING GLAZING VENT VENT EGRESS NOTES VERTICAL 4 NORITONTAU AND TD FORM AN ENp t A? LEAST EVERT 25 FT OF WALL LENGTH. (SF) (SP) (SP) ~SFJ (SF) {51=1 BELOYV E1~l=CTIVE FIRI= BARRI):R BETWEEN STORIES, ATTACH SNEATNINCs TO 5TUp8 WITH 6d COMMONS FAf~ILY ROOfa9 AND BETWEEN A TOP STOR'f ANp THE R0~ 6' OG AT EpGES AND ~ 12' OG AT INTERMEDIATE R©bPa9 31 ~ 3038Fx 3x3068{30~ 8.21x4 i 0-4 64.6. 25.5 178 12.8 SPACE. FIRESTOPPING SHALL CONSIST OF 2X SU ORTS. SEE WALL BRACING DETAIL SHEET, IF P(ITCHEN+EREAKFAST PP JfEREAKFAST 267 323211632-2 36.8 21.4 21,0 10.7 MATERIAL OR AN APPROVED ALTEIfiIATE APPLICABLI=, FOR ATLE~IATE METNOpS. ~IP~I NG 152 3232 13.4 12.2 7.6 5.1 MATERIAL. ASTER BEQR40t~fl 1 BEf)ROO~~fl 409 3232-2 26.$ 32.1 15,2 16.4 5.7 BEQR44iJl #2 )~I #2 145 ' 3228 ~1, 7 11.U 6,7 5.8 5.7 SEpR4Qf~ #3 ?Ni #3 172 3228. i 1.7 13.3 6.7 6. ~ 5.7 BEQROOt~ 1f~ #4 178 3228.2 23.4 14.2 13.4 7,1 5.7 BONUS R44tti9 ROOtti9' X06 3228 ~ 1; 7 32.5 ~.7 16.2 t** SNING 5 30 Y DIMENSIONAL LE R ON 15~ FELT ON Xy' OSB SHEATHING W/ r VIDE Fl7~D L(GI-ITiNG IN TNiS R©0[~~t 1®F N-CLIPS PR4Y1~E FAXED L(~ FRt~VIDE >UIECHAN V#DE 1~1EGHANIGAL VENTILATION IN THIS #~OQ~R EQUiVALEhdTTO 6'" DiA. ;,~P ~j PR#:-ENGINEERED WOOp PR4VI~E BnTH FIX /IDE BnTH FiXEO LIGHTfNG AND fl.~ECHANICA~~~ VENT(LATIaN Ih) THIS RaQPVI Pti?IEETiNG ~E4~UIRE[V1l=NTS ABO'D'E :G~ GREGORY ROOF TRUSSES g 24" O.G. LLOYD MILLER R-30 fNSULATION Ei~ I 'a'~ QISTE~~4C~\ N 1~(INQOW SCHEDULE ~'ss'oNA~.~;;,~, <<~„~_ w. x~ yy TYPE F ~ 9, , TYPE GUAR OPENING OVE#~ALL 1~ENT DAYLIGHT °U° "R" NOTES « ~ , f f: , z . ~ ~ ~ ~ I~JfARK VYIDTfi HEIGHT AREA IJf~IITAREA AREA AREA FACTOR FACTOR (IN) (INj {SF) (Sf) r<8FI NSF) l 3232'`. OOUI;LE I-I, OQUBLE H~~IV~ u~.o s2.5 7.'; 1~.6 '7.6 13:4 a.35 z.~ 1140 NORTI~ 4~IC~N ST., 6UIT~ 230 3228 OOUBLE H! c oou$~E HUNG '34.0 2a s 6.7 16.6 s.7 11.E 0.35 2.~~ l1JORtNINGtON, OHIO 43m85 1 1632 IO~JSLE H. GUTTER f?GIJSLE HUNG 16.4 32.3 4.4 10.7 4.t} f~.5 0.35 2.x;6 R'`- ~ ~ 318 TRANSGI 1-0 r~;~NSCfv'~ 4.0 ©.a a.a o 3 4.0 4.3 0.35 ~ ~ wIUWM2pes?gn~~.C.com 3010 TRRNSQI So~IT v~Nr Tr~la,NSO~,1 0.0 0.~ a a 3 2 4.0 2.3 0.35 2.3a 614 .844 .5855 3fl68 FREEvGH Et 2x4 STUDS ~ 16' O.C. FRENCH ~CGft 13.4 76 5. 17.6 18.9' 17.5 11.7 0.33 2.>`~ NA7J~RDOEJS GLftZ1NG PROJ~Ct ALLWI(~©~Wfi WA SN ATHING LL E ALI,'Wl(~©GWS SPECIFED AR~JELD=u'VEId 1`iCR~'0 SERIES co ~ o0 - -I TT IN TION R 3 BA SULA i 3 ' OSB SHEATHING 4 G UE AND NAI L L r 2x10 FLooR JOISTS ~ s I6' o.c. ATT1C UENTILATICN CALCULATIONS Ballantra~ REQUIREfl VEN1TLAl1r ' ~ 2x10 RIM BOARD ,D VENTiLATlON: Lot 10 AREA GFATIIC S1~AGE X_ {1/304) = REQiJIRED ATT3C VENT a,. 2524 ~ 0.4Q3334 _ 8.4 SF ?a; 0 VENTILATION PR4VIfl ~11ON PROVIDED: I NI~(t3BER CF HATVENTS X 0.:33 SF~`EA - TOTAL VENT(SF1 c 13 ~ ~C 033 ~ 4 3 SF 2x4 STUDS s 16' O.C. t~R LENGTH OF RifJGE VENT X 0 019 Sf;ET = TOTAL VENT (SF) ' WA SHEATHING ~4 LL a W/ TYVEK WRAP ,C ct~ ~ , 54 x o.~7s = 4.3 SF (3UILp~R R-13 GATT INSULATION 8"x14" 50F~IT "JEN~' X 0.40 SFIEA = TOTAL VENT (SE) r ~0 1,1 x 4.40 = 4.~ ~F N~wCdStle ~UI~CI81"S 3/4" 05B SHEATHING in GLUE AND NAIL , TOTAL. AREA 4;= VEN1 AREA OE VENIILA~ION PROVIDED - 8.7 SP 601 RIng6 Rd. xl0 5 N0.2 FLOOR JOISTS 2 PF publin, OR 43016 ~ I6 O.C. 2x10 RIM BOARD 2x8 P.T. SILL PLATE I OVER S LL SEALER PROJECT N0. 01-0236 ANCHOR BOLT -SEE ' GENERAL NOTES SNEl:T BRAWN GLM/N1IS FOR SPACING REG2UIREMENTS e GNECKED CxLM GRADE, SLOPE A MIN. 3 OF 6' WITHIN FIRST 10' REVISIONS ~ ~ j I I 12 ~~i~;~j~ ~~`i~':~.~"m- T IT OGK AT 3.. .E3. ERf1 E BL ~ : w :;.I ! ~ OUT GO S ,.--:.!!.~<::,..1-rv:=J.',:.. UNGR ED RE =I'r~~l~~~={.W~~:-li': 8` MASONRY WALL - 13 COURSE Vii; ~E"' i- ~ :I~~, €:~:;=:-s~:..,~.I?_ ~6 VERTS AT 48 O.C. I; ~ 5' ~ BAR g ~.:-€E.~,_^°,~':,~~ GROUT CORE SOLID ,.`:,.~W;r;;l_;~-.;{ !45 PCF MAk SOIL PRESSURE) ' n ~ 8' GMU WALL S -_::~1 FT , - C ~:~;~E;~~~~"~'~~"s~..:~i„T'~~ BACKFILL WALL ONLI' A ER 4 lNOM.I GONG m - ~ '.:J~::µ:~;~ SUFFICIENT BRACING 16 IN PLACE SLAB f~' MIN.J v T ~1 . CONStRUCtION 5~T ~,w-`, WATER-PROOFING, WEEPS f:~;€= I; DATA 12 WIDTH OF ~ g 48' O.C. 6 ~I,;N:~;..:~:.~ ~,r, BELOW GRADE TO ~.~~;-.-,~t l J;:::% TOP OF FOOTING GRAVEL BAGKFILL, ~ € FLOOR SI~EATHING , 5 ~ 1w Fl_ODR JOIStS, SEE PLANS FOR OV~'0~~1~ $ i 4'0 PEA DRAIN TILIE 4; j: Y;, I ~ ~ ; LTER E RA E ...:j ; t~~a 51X1: ANp SPACING ~ WI 6' GRAVEL COVER i ° S 4 ~:,:m",~~°:":~ 12' WIDTH OF AND 2 GRAVEL BA IE ~;;...~,;,;..(,;.W ,~"-`~i~""""~!;~":~I~ GRAVEL BAGKFILL, Tlrll= 3 i~~.;~e.,,~,~~:: ~f%;~.I,':.r~,. 6 ABOVE FooTING 2 ~II~=1_~,-:=;~ s'xi6' CONCRETE S~C~'IONS >~N1~ BLOCKING g 24' o.c. ro 1 's IIATCN FLOOR JOISTS SIRE. G ~ ~ ~ G NAIL SNEATNING TO BLOCKING ~,J ~.J W/ (51- I0d NAILS ~ ,~~~C~,{y? y, 9 ©2mm1 M2 p~51CsN GROUP, ~~G ON C1' IC~4 UJ~ t~ ~~A~~~L JO 5~ ~~OCKNC~ ALLpR4WING9AREANpSNALLREMAINTHE PROPERTY OF M2 DESIGN GROUP, LLC AND MAY NOT BE UBEp, pUPLICATEp OR ALTEREp WITNOUI SCALE: 1/2' = V-O' SCALE: 1/2' : 1'• ;ALE: 1/2' : V-O' THE WRITTEN CONSENT OF M2 DESIGN GROUP, LLC SHEET NUMBER 10 I i I I 3' x 11114" MIN. HEApER 5EE ARCHITECTURAL PLAN FOR HEADER 51XE. - C UJ~ ~N ~ ONE ~ ~ Cf~IC~ 5~' UCTU STANDARD WALL FRAMING ABOVE A5 REQUIRED EXTENT OF NEApER I N C IT IA 5 8 DEG ER TMDR SHEATHING FILLER • A5 REQUIRED 1. I OR 2 STORY RESIDENTIAL CONSTRUCTION. • • a I • • I 2. BASIC WINp SPEED 90MPH .I : . • , , : I; C' - ELE T 0 ELECTRICAL PANEL BOX .r -ry" 3.WIND EXP05URE CA EG RY 8 _ IC SIN A 0 Y •I• 2x BLS 4.5EI5M DE G C TEG R 8 •I• 2x BLOCKING A5 REQUIREp ..I I. a 1,1 I,I' l4' M~ 5.5EISMIC 51TE GLA55 D I I ..I I. , l4' MAX. HOLE DIAMETER) , ,I I. , FASTEN TOP PLATE •I•I I 6.FULLY SHEATHED EXTERIOR WITH ~4 NOMINAL l1/16 ACTUAL) MIN. 058 OR PLYWOOD PER ..I I•I. LSTA210 EQUIVALENT •I•I I• • , SIMPSON R I 112 NC Ill' NOMINAL lXb ACTUAL) •I•I I•I• SIMPSON L5TA21 OR EQUIVALENT TO NEARER WITH 2-ROWS 02. 3 M THO 3 •I•I R6 10 E D • •I I•I• I INSTAL!_Ep ON INTERIOR FAGS OF •I, 058 050 OR PLYWOOD •I•I I•I• fNSTALLEp ON INTERIOR FACE OF OF Ibd 51NKER5 a 3' OC. •I•I I•I• WALL (1000 L~ MIN GAP.) INSTALL WALL 11000 LB MIN CAPJ, TYP. ~ ~.I. BRACED WALL LINE REQUIREMENTS •I•I 19• ~I•I :!0~ I SHEA ,I,I I,I' .I.~ _ ~.I. SHEATING, TYP. •I~I I'I' PER MFR REQUIREMENTS. 'I'I I'I' 'I' IF PANEL SPLICE 15 NEEDED IT SHALL OCCUR WITHIN 'I'I I'I' WALL I. PANELS LOCATED WITHIN 12 -6 OF CORNERS OF WALL I I I qx 'I• ~ c WALL PANEL 6ETWEEN DOORS 'I•I I'I' 1/2' NOMINAL (Nr; ACTUAL) AS REG~4IRED FOR MULTIPLE ,I,I I,I. 05B OR PLYWOOq 2. PANELS SPACED AT 25'-0" MINIMUM ~ ..I I,I, 24 OFMID-HEIGHT. PROVIDE FULL 2x BLocKING I,I ,I, A~ .I.I I.I AT 5PL ICE. .I.I I.. GA GARAGE DOOR A55EMBLIES. •I.I I.I. SHEATING, TYP. `~~~'or~ ~ 3. PANELS TO MAKE UP Ibgo OF WALL AREA MINIMUM I I ~ .I•I I• ••I A H DER E G WA IN 5 TO HA MAXIMUM IN1 10 OFFSETS OF 4 -0 (TOTAI. 8 -0 MAXIMUM) I 4. BRA Ep LL L E YE ERR ~ - •I•I I• • HEADER CONTINUOUS OVER PANEL. •I•I I•I• oI' •I•I ' - ' I•I• MIN. 2 2x4 5TUD5 ITYP) •I•I I•I• I t3RACEp WALL SPACING REQUIREMENTS: •I• •I'I I'I' .I.I I'I' Ill' 0513 OR PLYWOOp •I'I I'I' ~ ~ GREGORY y~0 1' I I'I' FASTEN SHEATHING TO HEADER ANq 'PI i'I' ' 'I'I I'I' WALL STUDS WITH Sd NAILS AT 3' O.C. 'I'I I'I' SHEATING, TYP. '!'I I'I' LLOYD "I I'I' MILLER I. BRACED WALLS SHALL BE SPACED AT 35 -0 MAX ~I~I I•I~ SPACING TYP. .I.I I.I. IN OW F TH FD OWING CON ITIONS A Y• , 2. EXCEPTfON: 50 MAXIMUM SPAC GALL ED I E LL D PPL 1 I•I~ ~ ~ •I' .I.I I.I. WALL LENGTH TO HEIGHT RATIO DOES NOT EXCEED 3:1 ..I I.I. I I 16' MIN. FOR 8'-0' HEIGHT .I•I I•I. 16' MIN. FOR 8'-0' HEIGHT R ~ PANEL TO WALL AREA RATIO =LENGTH/35 x Ibgo 123go AT 50 FEET) • •I 61• •I•I I• I I •I•I I• • •I I•I• 18' MIN. FOR 9'-0' HEIGHT •I•I I•I• 18' MIN. FOR 9'-0' HEIGHT :F Q~ST6~ G~~` i •I•I I•I• 6'-0' TO IB'-0' FINISHED WIDTH •I•I I•I• 20" MIN. FOR 10'-0' HEIGHT •I•I I•I• 20' MIN. FOR 10'-0" I~EIGHT ~'ss`;~NAL~;+~~, 5 A GRIT GTU L WINGS FOR SHEAR PANEL LOCATIONS ANq SIZES .I. EE R E RA DRA ,I,I .I. 'I'I I'I' i. I I'I' 'I'I I it NARROW WALL PANEL DESIGN BASED ON APA WALL BRACING METHOD T/FpN : •i, ; : J' ..i - i.. STANDARD WALL PANEL DE51GN BASED ON THE RESIDENTIAL COpE OF OHIO ~ ~ ~ 1140 NORTH HIGH ST., 6UIT~ 230 (RC0 2006) 8602.103 ~UORTHINGrtON, OHIO 43085 WWWM2pesignl.~C.com - 614.844 , 5855 Y>~ ION X~ 10 N N ~ A AC UJ C~ ~Xt~RIOR ~~.~1~~tI0N 5lp~ ~l_~V~tf ON PROJ~Ct , Ill DIAMETER ANCHOR BOLTS WITH A MINIMUM OF XX W5P 058 OR PLYWOOD l3/B' MIN) APPLIED TO I6' O.C. WALL 5TUD5 a ~ CONGRI:TE OR GMU B-INCHES OF EMBEDMENT WITH NUT ANp 2x 2x ~ WASHER FOUNDATION WALL CRETE oR crlu IDATION WALL WITH 6p pEFOBMEp OR eD COMMON WALL NAILS A? 6' O.C. AT PANEL INSTALL PER 8403.1.6. TWO PER FRAME, TYP. ' EDGES OR 12' O,C. IN PANEL FIELD. 5EE DETAIL THIS SHEET. XX DWP DRYWALL fll2"MIN.) APPLIED TO STUDS l24' O.G. MAX) ON BOTH 51DE5 OF u WALL. ATTACH DRYWALL TO STUDS WITH 6D COMMON NAILS,1 Ill LONG GALV 0 STAPLES OR I I/4 DRYWALL SCREWS AT 4 O.G. AT PANEL EDGES AND 8 O.C. J UJ,4Ll_ ~>4N~~ At C~~~'AC~~ p001~ 0>=~NfNC~S - NUJ' IN PANEL FIELD. 1~-~' ~allantrae XX NWP NARROW WALL PANEL 5EE gETAILS THIS SHEET. I.ot 10 XX DENOTES WIDTH. 5EE PANEL NOTATIONS ON ARGHITEGTURAL DRAWINGS. EXAMPLE: 46DWP = 48' MINIMUM WIDTH DRYWALL PANEL AT?ACHED TO EACH 51DE OF WALL. 32WSP : 32' MINIMUM WITH 058 OR PLYWOOp PANEL APPLIED TD ONE 51DE OF WALL. (2) 2x STUDS EACH 51pE OFWALL PANEL ~ (2J 2x STUDS EACH 51pE OF WALL PANEL 'I W/ fNTERMEpIATE STUDS ~ 16' OC. l i, ATTACH SHEATHING WITH 8d NAILS AT ~ W/ INTERMEDIATE STUDS g 16' DC. _ ATTACH SHEATHING WITH Sd NAILS AT 3' O.Cy TYP. 3" O.C., TYP. I/2' NOMINAL l~(y' ACTUAL) 1/2' NOMINAL lY~b ACTUAL) V 058 OR PLYWOOp c 05~ OR PLYWOOD f SHEATING, TYP. I SHEATING, TYP. ~I~I ~I~I •I•I 16' MIN. FOR 8'-0' HEIGHT •hl 16' MIN. FOR 8'-0' HEIGHT GARAGE WALL 'I'I IB MfN. FOR 9 -0 HEIGHT 'I'I 18' MIN. FOR 9'-m' HEIGHT ~2x FRAMING AT 16' O.C. Y~'~ ANCHOR 801.T5 INSTALLED •I•I I•I• ~ H IGHT .LI LI. 20 MIN. FOR 10 0 E 20' MIN. FOR 10'-0' HEIGHT WITH WALL SHEATHING PER R4r~3.1b. ~LI~~p~R PER R6rD2.103 METHOp 3 a ~ 'j II z 1•I I~I~ SHEATHING OVERLAP OPTION 2 ATTACH WALL SHEATING l2J ROWS OF 16d NAILS "I 51 50N TP35 OR EQ. OPTION I Q SHEATI .Li LI. ~ ~ .I.I I,I. • lY Bd C01 INSTALL PER MFR REQ. I.I. I. Sd COMMON NAILS WITH 8d NAILS AT 6' O.C. AT 24' OC. I• d•I •I•? ~ .LI LI. - ~ ,LI LI. 3 OC, 3" OC, TOP # ~0?TOM. m0 •I_ _I• 'I_ _ _I' N~uucastl~ ~3uilders ° _ _ _ _ _ 601 Rings Rd. publin, OA 43016 I' NARROW WALL PANEL 058 OR PLYWOOq SHEATHING 0 058 OR P!_YWOOp SHEATHING OVER BAND JOIST 0' i OVER BANp JOIST I PROJECT N0. 01-0236 ' ID UJ~4 5 0 UJOC N X Y UJ UJ,4 R ~ N,4 0 P RR ~ UJOOI~ PRAWN CsLMINVS 2 ~ -NUJ N ION ~0 MN 1= p ~ ~ 00 C~ OI~t51p~ CORNER p~t~4f~. CHECKED GLM ~ , SCALE: I/2 = 1-0 5C,4L1=: 1/2' = 1'-l0° REVI51ON5 IP T 10 WA WITH EX ERR LL 2x FRAMING AT 16' O.C. WITH WALL SHEATHING PER 8602.103 METHOp 3 CONStRUCtION 5~t I , I Sd NAILS AT 6 O.G. AT , DATE I I EDGES AND 12' O.C. INFIELD .I Il II I 'I I I I ,I I.I I, 2'-B' IMINJ - 5EE ARCH DWGS FOR 51XE5 OCt0~3~~ S, 200 ' I II I TITLE I II I I _ 1i_ W~~~ ~~~~I I ~~~'~1~5 05B DR PLYWOOD SHEATHING ' OVER BAND J015T ©200 M2 p~SIGN GROUP, LAC ALL gRAWMGB ARE AND SHALL REMAIN THE PROPERTY OF M2 DE51C~J GROUP, LLC AND MAY Ct/11~11'1AL71"1 IIIAI I aAt\ICI IIIC,~ N01 BE USED. DUPLICATED OR ALTERED WITHOUT v I f~IVV~I~I~ w~l-I- I ~t~Vl-I-. wvl THE WRITTEN CONSENT OF M2 DE61GN GROUP, LLC 5CALE: 112" SHEET NUMBER 11 i p i I' C G ~ C ~ f ON5 - CONS INU QU I M F U ~"U ,4 5 I N~ 5~ N C~ R ~ R ~ R 5~~l~G~I~R~!_ ~~~G ~IG,4~ ON5 - GON~INU~p w..~ I. qUE TO M2 pESIGN GROUP HAVING LIMITEp ACCESS ?0 THE PROJECT SITE PUKING THE pE51GN PHASE, THE BUICpER ~UM~~R SHALL VI51T THE SITE TO VERIFY ALL PLAN ANq EXISTING DIMENSIONS ANq CONDITIONS. IF THERE ARE ANY 5t~~~ I pISCREPANCIES, M2 pESIGN GROUP SHALL BE NOTIFIEp PRIOR TO PROCEI=PING CONSTRUCTION OR THE BUILDER 1. ALL STRUCTURAL WOOp JOISTS ANp HEADERS SHALL BE STRESS GRADEq ~2 SPRUCE PINE FIR ISPF),19go M.C. IN ACCORDANCE ;ORDANCE I. ALL ROLLED STRUCTURAL STEEL SPEGIFIEq IN THESE DRAWINGS SHALL GONFORI'1 TO ASTM A-992 (50 SCSI). j SHALL BE RESPONSIBLE FOR SAME. OM Y TO TH FO OWNG MINIMUM WITH NOS, UNLESS NOTEp OTHERWISE ON THE DRAWINGS. ALL LUMBER SHALL G PL E LL I ~I 2. UI SHA FAMILIAR WITH F'ROVI510N5 OF ALL APPLICAB E COPES ANp SHALL INSURE COMPLIANCE OF B LDER LL BE L SPECIFICATIONS: 2. ALL STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A-53 i , WORK TO THOSE COPES. 3. STRUCTURAL STEEL POSTE SPEGiFIEp ON THESE pRAWINGB WERE SELEGTEp ACCORDING TO THE FOLLOWING I HEM-FIR NORTH 1N0.2I IHFN ~2) ENGINEEREq LUMBER - LVL 11.9E) SPECIFICATIONS: i, 3. TH S OCUM NTS 0 NOT INCLUpE THE NEC SSARY COMPONENTS FO CONSTRUC?ION SAFETY. SAFETY CARE OF EEp E p E R , b - 1150 f l TIT( US) Fb - 2990 sf (REPETITIVE USE( T TI 5 F s REPS YE E i 'ITIVE USEI SIZE MfN. THICK MANUFACTURER CAPACITY ' 1 ADJACENT PROPERTIES DURING CONSTRUCTION COMPLIANCE WITH STA E ANp FEDERAL REGUCA ON REGARDING p p SAFETY ANp COMPLIANCE WITH REQUIREMENTS SPECIFIEp IN THE OWNERBUILp;=R CONTRACT IS ANp SHALL BE THE Fb - 1000 sf (NON-RfPETITl1~) Fb - 2600 si (NON-REPETITIVE) , p p EPETITIVE) l'-4' HT. 8'-4' HT. ~ BUILDER'S RESPONSIBfLITY. E - 1,600,000 psf E - 1,900,000 psi 3' PIA. ADJUSTABLE II GA SUBURBAN STEEL 143K 13.1K Fv - 145 psi Fv - 285 psi 31/2' qIA ADJUSTABLE SCHp 40 SUBURBAN STEEL 34.5K 32.9K 4. BUILDER SHALL SUPERVISE ANp pIRECT THE WORK ANq SHALL BE SOLELY RE5PON51BLE FOR ALL CONSTRUCTION Fc - 1450 sl Fc - 2 10 sl MEANS, METHODS, TECHNIQUES, AND SAFETY PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK p '3 p Fc, er - 405 si Fc, peril - 750 psi pp p 4, ALL WELpB SHALL COMPLY WITH THE STRUCTURAL WELDING COpI=, 2004 AWS p1.1 4 S.IF IN THE EVENT OF CONFLICT BETWEEN LOCAL STATE ANp NATIONAL COPES THE MORE STRINGENT SHALL GOVERN. 5. ALL BOLTS IN BOLTED CONNECTIONS SHALL CONFORh1 TO ASTM A-325. ~ ~f SPRUCE PINE FIR 1N0.2) ISPF X21 ENGINEERED LUMBER - PSL l2.mE) 6.ALL CONSTRUCTION 15 TO BE IN COMPLIANCE WITH THE FOLLOWINGS COPE: RESIpENTIAL COPE OF OHIO - 2004 IR.C.O. ~~I Fb - 006 sf (REPETITIVE USE) Fb 3335 si (REPETITIVE USE) p P i' 2006). Fb - 875 si (NON-REPETITIVE) Fb - 2900 si (NON-REPETITIVE) iITIVE USE) 6.ALL REc~I,JIRED STEEL ANCHOR STRAPS, JOIST HANGERS, ETC. SHALL BE GONSTRUGTEp OF COPE APPROVEp p p :EPETITIVE) GALVANIZED STEEL, PAYING PARTICULAR ATTENTION TO GALVANIZED STEEL CONNECTORS ON PRESSURE 1REATED ++`~'+~F ~ 1. USE OF THESE pOCUMENTS BEYGNp THE CONSTRUCTION OF A SINGLE FAMILY HOME, INCLUpING SALE OF THESE PLANS E - 1,400,000 psi E - 1,000,000 psf LUMBER SEE NOTE ON THE FOUNDATION SHEET FOR CLARIFICATION. ~ ' Oyu To A THIRD PARTY FOR ANY USE WHATSOEVER, WITHOUT THE WRITTEN PERMI551oN OF M2 DESIGN GROUP, LLC OF Fv - 135 psi Fv - 290 psi 7. ALL CONNECTIONS SHALL CONFORM Tq AISG STANpARDB. ~ ~j~ GREGORY ~0~~ WORTHINGTON, OHIO 15 STRICTLY FORBIppEN ANp IS JUST CAUSE FOR FILING SUIT AGANST THE PERPETRATOR Fc - 1,150 psf Fc - 1,600 psf I LLOYD Fc, peril - 425 psf Fc, peril - 650 psf 8.5QUARE FOOTAGE CALCULATIONS A5 SHOWN IN THE FLOOR PLANS INCLUDE ALL CONDITIONEq SPACE ON THE FIRST I~~ATING, v~NtlLAtfoN, AND AIR coNDl~IONIN~ I~IvAC~ ~~~R = ANp SECONp FLOORS ANp MEASURE TO THE EXTERIOR FACE OF THE WALL. STAIRS GOINGS TO THE BA5EMI:NT ANq TO UPPER FLOORS ARE INGCUpEq. GARAGE BASEMENTS UNFINISNEq ATTICS FIREPLACES EXTENgING BEYONq THE SOUTHERN YELLOW PINE 1N0.2) llm' WIgE) ISYP +7) SPRUCE PINE FIR !Stud Grade) ISPF Stud) tud) I. pESIGN AN INSTALLATION OF HVAC SYSTEM, INCLUDING SIZING OF EQUIPMENT AND pUGTWORK, IS THE .RF~lste~~o EXTERIOR WALLS, AND THE UPPER POR?ION OF VAULTfp ANp TWO-STORY SPACES ARI: NOT INCLUDED. WE ApHERE Fb - 1108 sl (REPETITIVE USE) Fb - 116 sl !REPETITIVE USE) I p p TIVE USE) RESrONSIbILITY OF TH>= BUILDER THESE rLANB SHOW SUGGESTED LOCATIONS FOR INSTALLATION ~ FU1~lACES, ~G, AC UNITS, FLUE CHASES, pUGTS, ETC. BUILDER SHALL VERIFY ANY SIRE ANp LOCATION OF THESE ITEMS WITH ~~i~o0NA1.~++' i TO THE NATIONAL AN515TANpARp 2165-1996, A5 RECOGNIZEp BY THE NATIONAL ASSOCIATfON OF HOME BUILpERS. Fb - 1050 psi IKON-12EPETITIYEI E - I~m0,0mm psi - DESIGN DRAWINGS AS PROVIDI=p BY T'~IE ~4VAC INSTALLER ~ ~ ~ 9. TH T 'WD ' A5 U p IN TH NOT 5 5NA INC U A OVI510N5 A5 WN 0 S CIF( IN TN S E 1,600,000 psi E I~m0,mm0 psi E fRP1 RK S>= ESE E LL L pE LL PR PRA R PE Ep E E Fv - 115 si Fv - 135 si i,"' i, DOCUMENTS AS PROVIDEq BY M2 pESIGN GROUP, LLC. p p 2. ALL CRAWL SPADES SHALL BE VENTILATEp MECHANICALLY BY PROVIpING 1.0 GFM PER EACH 50 SQ. FT. of ~ ~ k } G Fc - 1,500 sl Fc - 125 psf P UNDERFLOOR SPACE FLOOR AREA ANp SHALL NAVE ALL GROUND SURFACES GOV>=REP WITH 3-INCHES OF GRAVEL' ANp A VAPOR BARRIER A 2-INCH GOINCRETE CAP MAY BE INSTALLED AS AN OPTION, BUT ONLY AS ~ ~'t r ' ~ Fc, peril - 565 psf Fc, peril - 425 psf ADgIrIONALLY. .,1140 NORTf~ I~IC~N •ST., 6UIt~ 230 - lUORtI~INGtON, OHIO 43085 3. REFER TO THE APPROVED RES CHECK pOCUMI=NT, WHETHER ATTACHEp TO THESE pR4WINCsS OR NOT, FOR ~ u' 10 5 C CI~IC>4rt N5 ~C U ~ ~ 2. ALL MANUFACTUREp WOOp TRUSSES IINGLUpING GIRpERS) SHALL BE DESIGNEp BY THE SUPPLIER OR MANUFACTURER ANp SPECIFIC MINfMUM REQUIREMENTS FOR HVAC ENERGY EI~fCIENCIES. wwwM2pesign~~C,com ;TUBER AND ~~~r' ~OI4 . 585 IN ACCORDANCE WITH AN511PI I, NATIONAL pE51GN STANgARp FOR METAL PLATE CONNECTEp WOOq 1RU55 CONS?RUCTION. NSTRUGTION. ~NYIRONM~NTAI.I~AZARDS a~x C~~N~RAI. MANUFAGTU 5U IER SHALL SUBMIT STAM Eq (SEALEp BY PROFESSIONAL ENGINES REGISTEREq IN THE GOVERNING RER/ PPL P R GOVERNING ~ : I JURISDICTION) SHOP DRAWINGS ?0 THE BUILDING DEPARTMENT, UNLESS THE DESIGN DOES NOT MEET THE DE51GN OF THE N OF THE I. THESE PLANS DO NOT INCLUDE pESIGNI FOR SYSTEMS ?D ALLEVIATE SPECIFIC ENVIRONMENTAL NAL4Rpgt ~ c~ PRO,J~CT NT5 MAY 5U Y MO 5T IN NFO ATION C IN (THIN TH I. TH 5 QUI ME BE PERCEgEq B RE R GENT I RM ONTA Eq W E pRAWINGS. E E RE RE TH MO ST INDENT SHALL BE FOLLOWEq. ENGINEER OF REGORp. IN THIS GASP, SHOP pRAWINGS SHALL BE SUBMITTEp FOR APPROVAL TO THl= ENGINEER OF E RE R ~ INCLUpING RADON GAS, SEEPAGE OF TOXIC WASTE, ACID RAIN, OR ASBESTOS DEPOSITS. gESIGN OF SYSTEMS, RECORp PRIOR TO CONSTRUCTION OF THE TRUSSES. SHDULp THEY B>=GONE NEGE55ARY UN1pER THE pIREGTION OF THE LOCAL BUILDING pEPARTMENT OR NOT, SHALL j: • - 2.501E CONDITIONS SHALL CONFORM TO THE FOLLOWING CONDITIONS: BE THE RESPONSIBILITY OF THE BUILDER 3. THESE DRAWINGS HAVE BEEN DESIGNED BY A STRUCTURAL ENGINEER THE TRUSS SUPPLIERIMANUFACTURER SHALL DESIGN THEIR >ESIGN THEIR MA50NR1' ~ ~ ~ ~ ~ , AarY I mm A. A INC CAP SF MAX BE R P I~~ B. WATER TABLE -SHALL BE BELOW BOTTOM OF LOWEST FLOOR LINE OF STRUCTURE. WHEN WATER ELEMENTS !TRUSSES AND GIRpERS) FOR A MAXIMUM BEARING PRESSURE OF 425 psi, AS IF SET ON SPF ~2 WALL PLATES. :S. ` i I TA FO A O NOTIFY N N OF C I I T Y. BLE UNq B Vi:, E GI EER RE ORp MMEp A EL ~ I. MATERIALS: MORTAR: TYPE "S' ASTM C210 HOLLOW CMU: ASTM C-90 4. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE TRU55 PLATE INSTITUTE'S ITPU RECOMMENDATIONS ANp COMPLY WITH COMPLY WITH FAGS BRICK: AST11 C-216 GROUT AGGREGATE: ASTM C-404 3. BOttOM OF ALL FOOTINGS SHALL EXTENq TO BELOW FROST LINE OF THE LOCALITY. THE MANUFACTURER S SPECIFICATIONS. 4. UNLESS OTHERWISE NOTEp, MINIMUM CONCRETE FOOTING WIgTHS SHALL BE: 2. ALL MASONRY SHALL BE PROTECTED FROM FREEZING FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION ANp ~a l lantra~ SHALL NOT BE GONSTRUCTEp BELOW 40 deg. F WITHOUT PRECAUTIONS NECESSARY TO PREVENT FREEZING. NO 5. PRESSURE TREATEp WOOq IS REQUIREq IN ALL OF THE FOLLOWING AREAS OF CONS?RUCTION: ANTI-FREEZE ADMIXTURES SHALL BE AIDDEp TO THE MORTAR I.Ct Z0 I K N IN. A. ALL STRUCTURAL WOOq EXP05Ep TO THE OUTS DE !:CEMENTS I-STORY NO BRIG VE EER 12 GK V N I hl -STO Y NO I 5 2 EE R BR ER -INC S B. ALL STRUCTURAL WOOD BEARING DIRECTLY ON CONCRETE OR MASONRY AND IS LE55 THAN S HE FROM 'OM 3. BRICK VENEER SHALL BE ATTACHEq Tc0 WOOD FRAMING WITH A MINIMUM OF 22 GA. GALVANIZED, CORRUGATED I-STORY WITH BRICK VENEER - 17 IN. X OS UN E P Ep GRO p METAL TIES A MIN. OF 1/8-INCH WIDE AT' 16-INCH MAXIMUM VERTICAL SPACING. ,.fir 2-STORY WITH BRICK VENEER 11 IN. C. ALC STRUCTURAL WOOp BEARING pIRECTLY ON A CONC T S A THAT 15 INDIRECT CONTACT WITH THE GROUND RE C B 2-STORY HOLLOW GONG MASONRY 19 IN. :GROUND 4. PROVIDE WEEP HOLES AT 2'-0" oN-cE>~ITER AT FIRST coURSE ABOVE GRADE. . A I G TH N T A G A NG OF 55 N 2-STORY IGF OR SOLIp MASONRY - 13 IN. D LL WOOq 5 DIN , SHEA I G, ANp FRAMING ON HE EXTERIOR of A BUILDING HAVING LE RA E CE TAN LESS THAN 5. THE TOP COURSE OF ALL MASONRY WALLLS SHALL BE CONSTRUCTED OF 50 I MASONRY UNITS 0 OUT FI L D R GR LLEp 6-INCHES FROM THE GROUND HOLLOW UNITS. I 5. FREE DRAINING GRANULAR BACKFILL SHALL BE USED AGAINST FOUNDATION WALLS, ALL BACKFILL SHALL BE I FREE OF VEGETATION ANp FOI~IGN MATERIAL SUCH AS Old'sANIC MATERIALS gEBRlS PIECES OF gEMOLISHED - 6.ALL MASONRY WORK SHALL CONFORM 'T0 THE APPLICABLE I~QUIREMEN?S OF THE NATIONAL CONCRETE MASONRY 6. FASTENERS FOR PRESSURE TREATEp OR FIRE RETARpANT WOOD SHALL BE HOT-<~IPPEq GALVANIXEq STEEL, STAINLESS STEEL, CONCRETE OR ANY OTHER HARP ANp/OR POINTEp OBJECTS SPECIFICALLY ROCKS LARCSER THAN FOUR INCNI=S IN .ESS STEEL' ASSOCIATION (NGMA) ANp THE BRICK (INDUSTRY ASSOCIATION (BIA). ' OR COPPER WITH ONE EXCEPTION. ONE-HALF-INCH DIAMETER OR GREATER STEE! DoLrS ARE ALLOWED. ' pIAMETER FOUNpATION WALLS ARE pESIGNEp FOR A MAXIMUM LATERAL SOIL PRESSURE ~ 30 PCF, UNLESS NOTEp OTNERIUISE ON THE FOUNDATION pETAILS. FOR WALLS ll9TH UNBALANCED i3AGKFl~,. uRE.dTER THAN 4-FEET, ~I-I~RMA~. ~ M015~TUR~ PROfi~iG~CION I TO T Y T I MINIMUM H I H I 1. ALL WALL SILL PLATES BEARING pIREGTLY ON FOUNDATION WALLS SHALL BE ANCHORED WITH Ill' pIAMETER ANCHOR BOLTS OR BRACING IS REQU REq PREVEN pAMAGE B HE BAGKF LL. THE E G T OF BAGKF LL ABOVE THE FOOTING SHALL BE 6-INCHES ABOVE THE FOOTING FOR A MINIMUM WIDTH OF 12-INCHES BEYOND THE FOOTING APPROVEq GACVANIZEq STEEL ANCHORS INTO THE WACC A MINIMUM OF 1-INCHES OF EMBEDMENT. MINIMUM TWO ANCHORS PER e BoLTB oR , . A L IN TILES SHALL SIT ON TOP OF A MINIMUM OF 2-INCHES OF WASH BE CO 1" EDGE L PRA Eq GRAVEL, AND VERED B I S CI OF ANCNO S IS 6 -0. ANCHO SHALL BE PLACED WITHIN 12-INCHES FROM EACH ENq OF aORS PER 1. ALL SLABS-ON-GRADE N CANpITIONED SPACES (1.e. WALKOUT BASEMENTS) SHALL BE INSULATOp WITH A MINIMUM :AGN END OF R-5 RIGID INSULATION FROM THE TOP CaF SLAB DOWNWARD OR INWARD TO 24-INCHES BELOW SLAB AT ALL SECT ON OF PLATE. MAXIMUM PA NG R RS -INCH 5 OF 1N 5 T NOT LESS THAN 6 E E AME MA ERIAL. EXPOSED PERIMETER AREAS. INSULATION SHALL BE TAPEREp 45 deg. AT THE TOP. ~~I~p~R ` N1, EACH PLATE. ` 6.5URFACE gRAINAGE SHALL BE PIYERTEp AWAY FROM THE FOUNDA?ION WALLS, PREFERABLY ?0 A STORM SEWER :ORNER WITH 2• gAMPPR00F ALL EXTERIOR FOUNDATION WALLS (BASEMENTS ANp CRAWL SPACES) BELOW GRADE ENCLOSING q` SYSTEM, BY GRADING THE SURFACE TO FALL A MINIMUM OF 6-INCHES WITHIN THE FIRST lm FEET OF THE PERIMETER 8 AEI. WOOD FRAMEp EXTERIOR CORNERS SHALL BE LATERALLY BRACED 48-INCHES IN EACH pIRECTION FROM THE GARNER WITH OF THE HOUSE. SWALES MAY BE (NCORPORATEq WHERE NECESSARY WHERE LOT LINES PROHIBIT THE ABOVE. Ir2' EXTERIOR PLYWOOD oR OTHER APPROVED STRUGTUfeAL MEMBRANE OR APPROVED GALvANIXED STEEL GONER BRACING. ALL HABITABLE ANp USABLE SPACES AT EXTERIOR FADE OF WALL. WATERPROOFING MEMBRANES ARE REQUIREp Z BRACING. IN LIEU OF pAMPPR00FING IN AREAS WWERE HIGH WATER TABLE OR OTHER SEYERE 501E-WATER GONpITIONS ARE KNOWN TO EXIST. ICF FOUNDATION WALLS SHALL NOT BE WATERPROOFED WITH ORGANIC SOLVENT BASED 1. THE MINIMUM p SIGN LIVE LOApS USEq IN THE GALGULATIONS FO ?HIS SET OF DRAWINGS A E A5 FOLLOWS: E R R 9. PROVIDE A CONTINUOUS pOUBLE TOP PLATE AT ALL BEARING STUp WALLS. PROpUGTS SUCH AS NYpROCARBONS, arc. Nc°WCaBtI~ DUI lders i j EXTERIOR BALCONIES - 60 psf DECKS - 40 psf 10. PROVIDE BLOCKING BETWEEN ALC NOMINAL LUMBER FLOOR JOISTS, AT INTERVALS NOT TO EXCEED 8'-0'. 3. GOD>: APPROVEq CORROSION RESISTf`vE FLASHING SHALL BE PROVIDED AT TOP ANp SIDES OF ALL EXTERIOR 601 Rf11gg6 Rd. ATTICS WITHOUT STORAGE - 10 psF WINpOW ANp POOR OPENINGS IN SUCH (MANNER AS TO BE LEAK-PROOF. SIMILAR FLASHINGS SHALL BE INSTALLED publin, 01~ 43016 A? THE INTERSECTION OF CHIMNEYS OR' ORTHER MASONRY GONSIRUGTION WITH FRAME OR STUCCO WALLS. ALSO ATTICS WITH STORAGE - 20 psf 11. UN E55 NOTEp SPECIFICALLY OTHERWISE ON THE pRAWINGS, ALL STRUCTURAL WOOp POSTS UNDER BEAMS OR REAPERS UNp1=R L ERS UNpER ABOVE ALL PROJECTING WOOD TRIM A~T WALL ANp ROOF INTERSECTIONS, At JUNCTfONS OF CHIMNEYS ANp ROOFS, FIRST FLOOR ROOMS - 40 sF , p 4 -m SPAN SHALL BE A MINIMUM OF 1-2x4. IN ALL ROOF VALLEYS ANp AROUNp ALL ROOF OPENINGS. SEGONp FLOOR ROOMS - 40 psF STAIRS - 40 sf p W00 GUARDRAILS/HANDRAILS - 200 Ibs 12. UNLESS NOTED SPECIFICALLY OTHERWISE ON THE DRAWINGS, ALL STRUCTURAL D P05T5 UNDER BEAMS OR HEADERS BETWEEN ERS BETWEEN 4• REFER TO THE APPROVEp RES-CHECK pOCUMENT, WHETHER ATTACNI:D TO THESE pRAWINGB OR NOT, FOR SPECIFIC MINIMUM REQUIREMENTS FOR INSULATION ENER'SY EFFICIENCIES. - ~ ROOF 20 psf 4 -0 ANp 6 -0 SPAN, SHALL BE A MINIMUM OF 2-2x4. PROJECT N0. 07-0236 8. THE MINIMUM pE51GN WINp LOApS USEq IN THE CALCULATIONS FOR THIS SET OF pRAWINGS ARE A5 FOLLOWS: 13. UNLESS NOTEp SPECIFICALLY OTHERWISE ON THE DRAWINGS ALL STRUCTURAL WOOp P05T5 UNDER BEAMS OR HEAP)=R5 OVER ERS OVER 6'-m' SP SHALL BE A MINIMUM OF 3-2x4. . AN, WINq SPEED 90 MPH PRAWN GLM/NVS ` EXPOSURE - B GLM WINGS A ST CTU W00 HEA SUN 4'-m' S AN SHA 14. tIN E55 NOTE 5 CIFICA Y OTHERWISE ON THE PRA LL RU RAC q qER PER P LL BE A C p PE LC , CHECKED GALL BE A 9. THE STRUCTURAL ELEMENTS OF THIS HOUSE HAVE BEEN DESIGNED TO MEET STANDARD DEFLECTION CRITERIA AS MINIMUM CF 2.2x6. FOLLOWS: (MAXIMUM LIVE LOAq pEFLECTIDN OF I/2-INCH FOR ALL CASES WITH ATTACHED pRYWALL) REVISfONS ~ ~ T Y 0TH WIS ON TH WINGS A STRUCTURAL WOOp REAPERS BETWE N 4 -0 ANp 6 -0 5 AN 15. UNLESS NO Eq SPEGIFIGALL ER E E DRA LL E P RAFTERS 13.12 PITCH OR LARD ) /180 ER L >'-m' SPAN, I-JOISTS FO F 00 S SHACC BE A MINIMUM OF 2-2x8. R C R L/480 (PERFORMANCE RA?INC OF 45 FOR TJI PROpUCTS IF APPLICABLE) NOMINAL LUMBER FLOOR JOISTS - 1360 L CERAMIC, TERRAXO, MARBLE TILE - L/120 A L 5T CTURAL WOOD HEADERS OVER 6 0 SPAN SHA 16. UNLESS NOTED SPECIFICALLY OTHERWISE ON THE DRAWINGS L RU LL BE A EXTERIOR WALLS - H1360 ALL BE A ~~I MINIMUM OF 2-1x10. EXTERIOR WALLS WITH SIDING H1240 INTERIOR WALLS - H1240 ALL OTHER STRUCT. ELEMENTS - 1240 11. PROVIDE SOLIp BLOCKING AT 32-INCHES ON-CENTER BETWEEN RIM JOIST ANp FIRST INTERIOR PARALLEL JOIST, FOR BOTH L BOTH I~ NOMINAL LUMBER AND MANUFACTURED WOOD fL00R JOISTS. THIS PERMANENT BLOCKING 15 USED TO HELP LATERALLY SUPPORT GONGR~~~ T FOUNDATION WALL. LY SUPPORT HE CONSt~UGtION 5~t I. ALL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS lf"c1 A5 FOLLOWS: 18. PLYWOOp SUBFCOORS SHALL BE GLUEp ANp NAILED TO THE FLOOR JOISTS WITH APA APPROVEp ELASTOMERIC STRUCTURAL UGTURAL DATE I,~ - ADHESIVE AND Sd COMMON NAILS SPACED AT 6-INCHES ON-CENTER AT PANEL EDGES AND 12-INCHES ON-CENTER AT r FOUNDATION WALLS 3,000 psf lbgo air-entrained) PIERS - 3 mm sl !6qo air-entra ed a exterior) INTERh1)=pIATE SUPPORTS. fn t p INTERIOR SLABS 2,500 psi EXTERIOR SLAB5 - 3,500 psi (6qo a1r-entrained) 19. ACL WOOD P05T5 LABELED CONTINUOUS ICONTa SHALL BE CONTINUOUS FROM UNDER SIDE OF BEAM TO CONCR>=TE OR STEEL ~R STEEL OC~'013~R S, 2~~~ GARAGE SLABS - 3,500 psf logo air-entrained) BEARING. RETAINING WALLS - 3,000 psi (6qo air-entrained) rITLE 20, A P YWO 0 OS OOF F 00 AN WAL 5H ATHING SHALL BE APA APPROVi=p. T LC L OD R BR C R D C E 2. ALL REINFORCING 5 EEL IREBAR OR BAR) SHALL CONFORM TO ASTM A-615 GRADE 60. l60 m0 s11 , ,m p 3. ALL WECp WI MESH SHALL CONFO TD ASTM A 185 A IN A MINIMUM OF S INCH 5. - - Ep RE RM C PP G E ~~I~~~~~ 4. ALL 0 ENINGS IN FOUNDATION WA S SHA L B INFO W T A MINIMUM OF ON "5 x 48-INCH S P LL L ERE RGEq I H E REBAR E LONG u AG I Y AT AGH Go PL Ep p AGONALL E RNER N0~`~5 S.MAXIMUM SLUMP OF 5-INCHES. CLIMAl'fC AND C~~OCzRA1~NIC D~51GN CRirt~RIA GROUNp WINp SEISM Np SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOp AIR MEAN ©2001 M2 p~SfCsN GROUP, ~~C 6.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-05. SNOW SPEEq pESIC EED gESIGN pESfGN UNDERLAYMENT HAZARDS FREEZING ANNUAL ABU pRAWMGS ARE ANp 51-(ALL REMAIN THE LOAD lm ) CATEGC ph) CATEGORY WEATHERING FROST DEPTH TERMITE DECAY TEMP RI=QUIRED INDEX TEMP PROPERTY of M2 DE51GN GROUP, LLC AND MAY IVVI pG uaGl! UUr-]-Il.HIr-ldum Al-IFr-,j--II WIIHWI 20 130 ~ y~ SEVERE 3(" MODERATE SLIGHT TO 5 YE5 NO 1000 50 THE WRITTEN CONSENT OF M2 DESIGN GROUP, LLC TO HEAVY MODERATE SHEET NUMIBER 12