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07200686 Permit File 07200686 Permit File 4418 YELLOW WOOD DR 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. All ADDRESS: t G Cc, PERMIT NO.:_ BY: c t:__ r FINAL INSPECTION DATE:_ ,1 Building Permit No.: Project Address: Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation ` i Underground Sewer Footing 1 D ~Q G Final Electric bC Foundation Final Steel Plumbing Foundation ~ Final HVAC B o.k c ~u~~i4S' lea, Pew .ate 1151G/t,~7 AP vir3 4$ZL e~ -c aszc ' T" v . C['aUDCPJS Radon 7 AW &MIL, s.r_q'r. »?r /J7r Final Gas m tt~~ ,rNt c~Je~ Preslab 61.2- C 1.4 C~ yr S'~-'s Piping r-2 t Rough G?~~ Engineering Electric l (CWA) Engineering fo 3 0 Electric ~11G1 (Pre-Sod) Service Final Rough px Engineering 611 A WA - Plumbing Gas Piping (Rough) A 6- Rough HVAC 4---2 Final Zoning Al1< ~~~{rs Fireplace V~Lv - jfot'o~ N11~- r~?~''c.~ Zoning Rough ,gyp VD(, Occupancy 411 ID~1 d L IgV.4 -V_ Framing qJ11 UL ~~Sots-t ti1cYr ~SfR3 p e, r4 r~N mgaeo, . DUBLIN 5800 Shier Rings Road CITY OF Dublin, Ohio 43016 Division of Engineering Phone: VITDD 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: M(~ mP SAv(C25G, Company: Site: +c A Y,--l ( (Provide Detail Plot Plan of Lot) Lot No: _30 Application No: !7- ?00(094, Subdivision: Rtt ra t 5 PLEASE DO NOT MARK BELOW THIS LINE WN/, ,,o Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: 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: b 8 Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP Ex. QL 3 ILA '0 14, 60 e 29 ~ 6.4 `1 fto ~b _e E Ex.Loke 854.6 ;W J t T. C.&54. - 9 , 0 3~ .Y g55 79 649 j - 295,-,6 -LT ~sg ~ ,~9 ~ 864 s ,89 859• $ Q' ! T C 862.7. ^ - - -6 - ,,1 ~ 866# 5 Ik- h Bvi/o.. 8s ~~~~~1 62 10 d.5 0 :.~5,,'3.,'t4' 3'61 , 8 3' : h', 1 I 309 O5' s, 40 ~ c" h 635 G~ 6.3 ~ j' N tr, ' X81 jCirrlits ;'of ; G~,oa?', W cs' • ti 59 , ; -A, 850- S, -L r4b 62- HW15 yResen~e i REVISION DATE & REQUEST 5750Y~ Candler Court Westerville, OH 43082 INV o6.06.07 REVISED PER CM011DUBLIN E-Mail: hoysainc®aol.com F~I y Phone(614)895-1922 T 1 1 Survey Fax (614) 895-1949 SUR YING ~Construction Fax (614) 895-9549 SERVIC , INC. ?0"*. s FOR SHOWCASE HOMES HOUSE STYLE WHITTIER CLASSIC LOT/SUBDIVISION 30 RIVERSIDE WOODS CITY OF DUBLIN SCALE V - 20' PB. 107 PG. 42 DATE 04.18.07 ORDER NO. DRN. DEM CK. FLOOD ZONE X COMM. PANEL 39049C PAGE 0126G DATE 08.02.95 MINIMUMS R:25' "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH S: 7 /15 DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION Fx WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. 2) PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY 8s??° 00' THE CITY OF DUBLIN PRIOR TO INSTALLATION." r c ? O ENCANEF.RrvcCOMPIIANC E !~r City of Puhlin APPROVED AS NOTED 021 EPP fl I z 1 3,7 S3r EX. 9~ Gy i W 856.10 W 30 sus' CIS ~N~O~I w ! 1,79, ZO`~@ 25' DRAINAGE 1 M- EASEMENT 29 .1 98 ~ 859.00 ~c F.F.= 859.00 z 11 2 g r 27.21' $ 38.33 rri 1 en 1 g a SAN, SEWTAP I g 00 7.00' E.O.S= 846.50 F.F.= 861.00,1 " w 31 T•O•B•= 8564$ =86000/ cc F.F= 864.90 0 BSMT. 851,.83? GARAGE PAD RAISED I ~ o ; 8" TO ALLOW FOR I 13.00 m 2.0 N POSITIVE DRAINAGE 9:32 l.clgA? 9.28' 7.3 11 1 tT " c-; 00 28.17' Sy s8 en r, 3.47' j6BiC? ~ 20:67 859.28 _ 8s 8 6 X 859.20 ? tT~ ? Y EASEMENT 0~~ ~+\~~.4, $ 30' BLDG. LINE I ass, ° ~`r ? ~r MANHOLE 16'D RIVE 9 s ° 6?0 T.C = 858.08 v Q= 01 028'29" ~IYEASE. SLOPE R=870' ? 3.62% 22.39 ~sro wA1ER r 5 .10 7. 0 858.80 20.56',/ 85767 5' /C-1 8" W.M. N 68015'28" W? 4' WALK ? ? T B/C BUILDER TO MAINTAIN ? r NO PING ? 856.90 857.37 58.46 EROSION CONTROL 4EINDICATES MAJOR (BMG) / FLOOD ROUTE NOTE : BUILDERS TO PROVIDE TREE PROTECTION DURING ALL' 4418 YELLOW WOOD DRIVE 60' PHASES OF CONSTRUCTION. I HEREBY CERTIFY THAT THE PLOT PLAN *"NOTE: WATER SERVICE SIZE = 3/4".",GRADE ELEVATIONS SHOWN ON We hereby certify that the foregoing PLOT PLAN was prepared from THIS PLOT PLAN ARE THE mfonnatiou provided by the chant and data obtained from Engineered SQUARE FOOTAGE DATA Subdlvtuon Plea This Plot Plan is to be used by the Client for the sole RESULT OF AN "AS BUILT" SURVEY pmpose of obtaining a bandiae °ermtt. The use of the Plot Plan for any FOR NDNEBUILDER PRICRiG AND FOOTAGE PURPOSES ONLY PERFORMED ON othaplnpoae,.atnMlyprohrbrted. 01110"11% LOT 13-350.0 WALK 333.0 y.~P Eva mmm 2649.0 so°oov. 10,241.) y DRNE 1515.0 LoT cov. 19,84% HoY FKYOR OR gUIIDER SIGNATURE -DATE 731' APPRO"197.0 s 5750 Chandler Court Westerville, OH 43082 E-Mail: hoyssinc@aol.com 2076-07-5 Phone (614) 895-1922 +Hr1v + Order No. Survey Fax(614)895-1949 Construction Fax (614) 895-9549 CI N~ti CERTIFIED TO TM50HIO M5 nth COUNTY OF FpANKI IN LENDER 85 P.B. 101 PG. -}2 OR./D.B. PG. 8sz23o REV 11-12-0~ BUYER ° SCALE I" = 20' DATE 11-8-07 DRN W CH REV 521-08 SOT NO, 30 ~O?°z, PIKP510~ WOO195 ~s NO 120LIN, OHIO 1 oy~ i' z ; \ 856.20 I 856.1 >v ( 2s,b 1,6' 30 \ 858,90 ~ 859,00 29 0 ! 858.90 1 2,011, 859.00 383' i i _ 2 5rot;Y 856, ' DOCK & F AMA 856 30 0 \ 4Q ~ I ~ I V 1 1 ' 13.1' n 2,0' O 27 859,00 7,3' _ C5 31 858,80 v~ 10,8' CONcr\M COVED ~ i~ CONcmt d RIK 20.9' _ 859,10 ~~s6 859,00 ; 859.20 6~Op ~ _ 858.90 ' O' 131.26, LINE ' 93 5' CA56WW I g880 20,56' 2239' 858.80 Y~LOW WOOF bpIW 601 858.80 We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio gtnNUUtHhy~ Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for a Gy / loan and title purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any purp4p'/Owy r s 5rEVEN THIS PROPERTY IS LOCATED IN X ~ J. FLOOD ZONE s 7313 COMMUNITY PANEL 39049C PAGE 0126-H DATE 3-16'0-1 By 'ry~isV I E L L/ CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00200686 Date 4/09/08 Revision number . . . . . . . 1 Property Address . . . . . . 4418 YELLOW WOOD DR Parcel Number: 273-011520 Alternate Address: RIVERSIDE WOODS #30 Tenant nbr, name . . . . . . SQ FT 5435 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes /Showcase Homes Contractor . . . . . . . . . M/I HOMES/SHOWCASE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . 6 MONTH EXTENSION 9-30-2008 Permit Fee . . . . 500.00 Plan Check Fee .00 Issue Date . . . 7/13/07 Valuation . . . . 0 Expiration Date 3/25/08 Qty Unit Charge Per Extension BASE FEE 140.00 9.00 40.0000 RES BLDG PLAN REVIEW 360.00 Special Notes and Comments Missing sanitary end of service and basement elevations. Side yard slope between driveway and property line calculated to be greater than 3:1. As built top of castings for sanitary shown on site plan. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200686 Date 4/09/08 Revision number . . . . . . . 1 Special Notes and Comments 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 Fee summary Charged Paid Credited Due Permit Fee Total 500.00 500.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 500.00 500.00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 M/I HOMES/SHOWCASE 3 EASTON OVAL #240 COLUMBUS, OH 43219 March 17, 2008 RE: Building Permit Nearing Expiration Application Number: 07-200686 Address: 4418 YELLOW WOOD DR Project Description: SQ FT 5435 Dear M/I HOMES/SHOWCASE: The Building Standards Division records indicate that the above-mentioned permit will expire on March 25, 2008 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. ~Sincerely, C t x ( tit._ Y1-- Jeffrey Tyler Chief Building Official APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMTT NUMBER I e~(Vd ~s+ g ~P Issued in Ohio Under Authority of Auditors Taxing District 273 Parcel Number 011520 RPCEIVED iy> Address of Property 4418 YELLOW WOOD DRIVE 12007 . NAY k j1 Subdivision RIVERSIDE WOODS Lot 30 B 1 t~,)9\11 N ~i [JUBLYN ~-z Applicants Name John Blazer Phone Number, (614) 418-8831 Email Address jblazer@showcasehomes.com Fax Number (614) 418-8889 Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 r. DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 ti DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Y Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831 ` DBA: Showcase Homes Address 3 Easton Oval #240 Columbus, Ohio 43219 Builder's ID 4533 Type of Improvement New One-Family Residential Improvement Cost $325,000.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 5 Per Unit Number of Baths 3 full 1 half Sewage Disposal Public Garage Type Attached Building Height 32 Water Supply Public Number Car Garage 3 F Building Zoning Unfinished Basement 1320 1320 Lot Area 13,350 Finished Basement 0 Total % Occupied by Structure 19.84% Lower Level 600 600 Front Setback 31.0' 1st Floor 1393 / Wo Rear Setback 37.79' 2nd Floor 1575 Is 7.SRight Setback 26.55' 3rd Floor 0 Left Setback 9.75' k ? Other 0 Lot Width at Building Line 90.0' Garage 626 (i? Zoning District PDR [Deck/Screened In Porch 0 / El 35 ?Y, Gross Square Feet 5514 Existing Use of Property VACANT LOT Building Area at Ground Level 2649 Living Area 3568 Flood Plain ? YES ®NO h + = Excavator License Number' fl 0-0 tea ~ °r X Plumbing License Number 1 1JF.r,K H } Electric License Number A L..-4a HVAC License Number ^s r Fireplace License Number 4 ` + '3 s==aa ! '}t i ~T a Y f ~1 ' This section only to be filled out if required by Jurisdiction. A~' The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the.; State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the aSiptg proposed building or structure or make the proposed change or alteration in accordance with the plans and t specifications submitted herewith, and certify that the information and statements given on this application, r * h = t drawings and specifications are to e' owl and correct. H F 't ' Signature of Applica It~l t N -4ro= P LC { 3. SiI d '4 f ~t~~VY~ Y LK) » _i ~ ` f ~ y d r ; $~1 r - ~z,i55ii # . x r ,11-r t z s bF, ~ f! l 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 . . . . . 07-00200686 Date 7/11/07 Revision number . . . . . . . 1 Property Address . . . . . . 4418 YELLOW WOOD DR Parcel Number: 273-011520 Alternate Address: RIVERSIDE WOODS 430 Tenant nbr, name . . . . . . SQ FT 5435 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes /Showcase Homes Contractor . . . . . . . . . M/I HOMES/SHOWCASE Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 500.00 Plan Check Fee .00 Issue Date . . . . 7 /3-0 Valuation . . . . 0 Expiration Date 1/07/08 Qty Unit Charge Per Extension BASE FEE 140.00 9.00 40.0000 RES BLDG PLAN REVIEW 360.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . Permit Fee . . . . 230.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 1/07/08 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 20.0000 RES HVAC 180.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/07/08 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . SEWER PERMIT Additional desc . . Permit Fee . . . . 2000.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/13/08 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 . . . . . 07-00200686 Date 7/11/07 Revision number . . . . . . . 1 Qty Unit Charge Per Extension 1.00 2000.0000 EA SEWER DUBLIN .75" WATER TAP 2000.00 Special Notes and Comments Missing sanitary end of service and basement elevations. Side yard slope between driveway and property line calculated to be greater than 3:1. As built top of castings for sanitary shown on site plan. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED.- APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Other Fees . . . . . . . . . RES BLDG INSPECTION 510.00 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 3 Application Number . . . . . 07-00200686 Date 7/11/07 Revision number . . . . . . . 1 Permit Fee Total 2800.00 .00 .00 2800.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5704.00 .00 .00 5704.00 Grand Total 8504.00 .00 .00 8504.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Date ` I 1 a 00 / -Q Application No. j~ C/ ~ - ay lU p 60 ` APPLICATION FOR ELECTRICAL PERMIT Job Address / 7 i g'fe ilou-)k)nol Q f Parcel No. Subdivision 1 J e f e ®CAS 30 Lot No. Owner Name 'S U W W-C Telephone 4 d Contractor Name- Response- - t_JeC ft a_ Telephone 6 ~Oxg Contractor Address ~ / ` 0. 5 G Dublin Registration No. Residential: New Sq. Ft. / Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $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 N'P~ PO ''i'` -e, This permit is granted on the express condition that the said work shall in all respells, 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 anyprovision s f said laws. Signature of licensed contractor or home b~ 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 . . . . . 07-00200686. Date 9/12/07 Revision number . . . . . . . 1 Property Address . . . . 4418 YELLOW WOOD DR Parcel Number: 273-011520 Alternate Address: RIVERSIDE WOODS #30 Tenant nbr, name . . . . . . SQ FT 5435 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes /Showcase Homes Contractor . . . . . . . M/I HOMES/SHOWCASE Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 220.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 20.0000 RES ELECTRICAL SERVICE 180.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . 7/13/07 Valuation . . . . 0 Expiration Date 2/16/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00 Special Notes and Comments Missing sanitary end of service and basement elevations. Side yard slope between driveway and property line calculated to be greater than 3:1. As built top of castings for sanitary shown on site plan. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00200686 Date 9/12/07 Revision number . . . . . . . 1 Special Notes and Comments placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 350.00 130.00 .00 220.00 Plan Check Total .00 .00 .00 .00 Grand Total 350.00 130.00 .00 220.00 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 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No.AD7-2 b O 4 00& o` d w N a M m m Date Reviewed- 6'-// - b 17 u, o E ~ d U C ~ u Reviewed By o 0 R CL Plan Reviewer's Comments & Notes m a a V y v .a -0 ~LApproved Disapproved o H Z o OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads ? Houses over 3, 000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 R303.1 Light & Ventilation Schedules ? Schedules Required on Plans; houses, additions and sunrooms R306 Sanitation - Fixture Clearance R307 Figure 307.2 000, R308 Required Safety Glazing R309 Attached Garage Fire Separation 1318" s. c. or 20 min. door and 518" gyp. Bd. Type x" on all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20"net width) max. window still 00, hgt. Of 44" a. f. f. R311 Exits R311.4.2.1 Interior Doors Bath 2'4'x 6'8", habitable space 216"x 6'87(min) R311.4.3 Landings 30 Minimum X x 3' R311.2.2 Understair Protection 1/2" gyp. Bd. Type X" R313 Smoke Detector Locations / Bsmt./ha/lway/bedrooms wired to prime electric/battery pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage ? 112" anchor bolt @ 6'0" oc;7" into masonry& concrete 8404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings -re R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 112" for wood & steel/ 3" for masonry & concrete R502.11.4 :Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c ~ o w N a ~ ~ m m U v o CL 0 c a a Plan Reviewer's Comments & Notes U aci a Q U) •g O O y Z N C ~ R503 Floor sheathing ? R(402.2) R 506 Concrete floors on ground ? R602 Wood wall framing R602.7 Headers R602.10 Wall bracing Tables 502.5(1) 8 R502.5(2) R603 Steel wall framing ? R703.7 Masonry veneer R802 Wood roof framing Table 703.4 ? Show truss pr ofiles on roo/ plan R802.3 Framing details Rater ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans R802.10 Roof trusses Stamped engineered roof trusses required at framing ? inspection R807.1 Attic access R1001 22"x 30" Masonry chimneys R1002 Factory built chimneys Spark arrestor with rain -per City Ordinance R1003 Masonry fireplaces ? Spark arrestor with rain cap Factory built f Table 1003.1 & Figure 1003.1 R1004 ireplaces R1005 Exterior air supply M1701 Combustion air R602.3.1 Stud size & spacing 50 cubic per 1 000 1(2) btu/h Table R602.3..1(2) Front & Back Form Revised 04/12/05 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: ~O meo Company: Site: -/-T-T PA IGX3 WOOS? (Provide Detail Plot '09n of Lot) Lot No: -51D Application No:07-ZOO(p~(o Subdivision~,Vusiae W PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved U Voiations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ? 12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean StreetlClean Sidewalk L] 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.Oi1) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ; ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. ~'T • 2c~otr'~~G~ Date 1 10-7 ew ? Remodel afre-:~Idential ? 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 /A/dministrative Code, and all regulations of the Franklin County Board of Health. Job Address qq/ T ) u` ©w loc.QA. Parcel No. Subdivision/Project Name R ?\tC_A- S 1 d Woo& S Lot No. ~C) Owner's Name -5 Uw CA St 1l > rN r- > Telephone ! t qP ^ tt~~ n Contractor's Name ArCc.•~n-9'1~'~ t' u e-bl Telephone 4 Contractor's Address 7 Sq ff p' S kc Dublin Registration Number 07 -1 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? N 0- What is the size of the main drain? Li.%O• Of what materials do the vent pipes consist? P V Of what material does the house drain consist? pyrc - *INDICATE NAME OF CERTIFIED BACKFLOW TESTER INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ 4 Number of remaining fixtures X $12.00 = $ 0 Total Inspection Fee $ 7 c~. Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qri• Qty. Qty- Air Admittance Valve _ Garbage Disposal t Showers 2- *Backflow Preventers Hot Water Heater 2 Sterilizers Bath Tubs 2 Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories ~j Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATER TANJJ, PLA MENT FEE $35.00 Division of Building Standards )T, ao I 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 . . . . . 07-00200686 Date 8/20/07 Revision number . . . . . . . 1 Property Address . . . . . . 4418 YELLOW WOOD DR Parcel Number: 273-011520 Alternate Address: RIVERSIDE WOODS #30 Tenant nbr, name . . . . . . SQ FT 5435 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I Homes /Showcase Homes Contractor . . . . . . . . . M/I HOMES/SHOWCASE Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 370.00 Plan Check Fee .00 Issue Date . . . Valuation . . 0 Expiration Date . . 5/14/10 Qty Unit Charge Per Extension BASE FEE 50.00 32.00 10.0000 EA RES PLUMBING >1 FIXTURE 320.00 Special Notes and Comments Missing sanitary end of service and basement elevations. Side yard slope between driveway and property line calculated to be greater than 3:1. As built top of castings for sanitary shown on site plan. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street 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 . . . . . 07-00200686 Date 8/20/07 Revision number . . . . . . . 1 Special Notes and Comments 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 Fee summary Charged Paid Credited Due Permit Fee Total 370.00 .00 .00 370.00 Plan Check Total .00 .00 .00 .00 Grand Total 370.00 .00 .00 370.00 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. 07- o dG ~r(a RESPONSE ELECTRIC 2999 SWITZER "E PHONE/FAX 276-8228 COLUMBUS, OHIO 43219 PANEL SCHEDULE BRKR POs DESCRIPTION DESCRIPTION POS BRKR 40-AMP 1 220V 220V 2 30-AMP 2-POLE 3 WALL OVEN DRYER 4 2-POLE 40-AMP 5 AIR 220V 6 30-AMP 2-POLE 7 CONDITIONER COOKTOP 8 2-POLE 9 SPARE SPARE 10 11 SPARE SPARE 12 20-AMP 13 DINING ROOM FAMILY ROOM 14 20-AMP 20-AMP 15 DINETTE WASHER 16 20-AMP 20-AMP 17 MICROWAVE REFRIGERATOR 18 20-AMP 20-AMP 19 KITCHEN GFI BATH GFI 20 20-AMP 20-AMP 21 KITCHEN GFI WHIRLPOOL 22 20-AMP 15-AMP 23 FURNACE DISPOSAL 24 15-AMP 15-AMP 25 SUMP PUMP DISHWASHER 26 15-AMP 15-AMP 27 GARAGE GFI GDO OUTLET 28 15-AMP 15-AMP 29 SECURITY OUTLET GDO OUTLET 30 15-AMP 15-AMP 31 LIGHTING LIGHTING 32 15-AMP 15-AMP 33 LIGHTING LIGHTING 34 15-AMP 15-AMP 35 LIGHTING LIGHTING 36 15-AMP 15-AMP 37 LIGHTING LIGHTING 38 15-AMP 15-AMP 39 LIGHTING/SMOKEDET LIGHTING 40 15-AMP LOAD CALCULATION SHEET 3568 SQUARE FOOT @ 3 VA PER FOOT 10704 2 GARAGE DOOR OPENERS-1500VA 3000 4 SMALL APPLIANCE CIRCUITS -1500 VA 6000 2 LAUNDRY CIRCUITS-1500 VA 3000 SUMP PUMP 1500VA 1500 110V FURNACE -1500 VA 1500 REFRIGERATOR-1500 VA 1500 WHIRLPOOL-1500 VA 1500 DISPOSAL-1500 VA 1500 DISHWASHER -1500 VA 1500 GENERAL LIGHTING LOAD 31704 1ST 10 KVA @ 100 % OF LOAD VALUE 10000 VA REMAINING LOAD @ 40% 21704 8681.6 VA 220V COOKTOP 8000 VA 220V WALL OVEN 8000 VA HEAT PUMP/AIR CONDITIONING 8800 VA TOTAL LOAD 43481.6 VA 43481.6 VA / 240 VOLTS 181.1733333 AMPS 200 AMP SERVICE a400~ INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM DATE: 1/3/2006 FROM: CO RNERSTONEENERGY RE: DUCT INSULATION IN UNCONDITIONED AR&%S We have communicated with Dublin Building Department and the municipality has explained to us they will be enforcing ductwork Outside the conditioned envelope to be insulated at R-8 starting immediately. Please attach this page to your current IECC's for code submittals. Unconditioned Ducts: - All ductwork located outside the conditioned building envelope will be insuLitcd to R-8. Co 4111 `done ne~f$t rrlces E v, Chris Patterson Estimator Encrgy Star Rater Ofticc: 614-351-1439 Ext. 228 Fax: 614-351-6650 N extcl: 614-554-8644 136*41 *6831 Email: chris.pattersonC)nstalled. net Foundatlofis46narou- '9EM0"QA? MOM ?"It 611pUNb UP ENERGY CODE INSPECTION CHECKLIST Date: June 15, 2005 Rating No.: ""Home Modeled Worse Case"" Building Name: Whittier Rating Org.: Foundations 4 Energy Owners Name: Whittier Homeowner Phone No.: 614-891-4900 Property various Rafters Name: Chris Patterson Address: various, OH Raters No.: 06-02 Builders Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Whittier.big Rating Date: Building Information: Conditioned Area (sq ft): 4723 Conditioned Volume (cubic ft): 38193 Insulated Shell Area (sq ft): 8795 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy code requirements. Ceilings: [ ] 1. Attic: R30 Attc (2x4 24oc) (1701 s.f.) R-19.0 continuous insulation, R-1 1.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (298 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset CommentslLocation Above-Grade Walls: [ ] 1. Wall: R13 (2x4 16oc) (2557 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Fir Installation Quality: P A G Face / Inset Comments/Location REM/Rate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 2 [ ] 2. Wall: R13 (2x4 16oc) (280 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: Buffered Installation Quality: P A G Face / Inset entslLocation Comm Windows and Skylights: Window-to-Wall Area Ratio: 0.11 [ ] 1. Window: U-0.36 SHG-0.43 (156 s.f., East), U-Value: 0.360, SHGC: 0.430 For windows without labeled 1.1-factors, describe features: Name: Front Orientation: East an Comments/Locati [ ] 2. Window: U-0.36 SHG-0.43 (115 s.f., West), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: West Comments/Location [ ] 3. Window: U-0.36 SHG-0.43 (26 s.f., South), U-Value: 0.360, SHGC: 0.430 For windows without labeled 1.1-factors, describe features: Name: Left Orientation: South Comments/Location [ ] 4. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: North Comments/Location [ ] 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500 For windows without labeled U-factors, describe features: Name: Bsmt Orientation: South Comments/Location [ ] 6. Skylight: U-0.37 SHG -0.43 (21 s.f.), U-Value: 0.370, SHGC: 0.430 For skylights without labeled U-factors, describe features: REWRate - Residential Energy Analysis and Rating Software v11.41 This Information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 3 Name: Sky Lights Orientation: North Comments/Location Doom: (j 1. Door. Steel-urth w/brk (22 s.f.), R -Value 4.4 Comments/Location [ ] 2. Door. Steel-urth w/brk (19 s.f.), R -Value 4.4 Comments&ocation Frame Floors: [ ] 1. Floor. R19 (2x10 16oc) (84 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#1 Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Floor: R19 (2x10 16oc) (12 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-19.0 cavity insulation. Name: Cant.#2 Rear Installation Quality: P A G Face / Inset Comments/Location Foundation Walls: [ ] 1. Wall: R5 86 GrdeDown (1392 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Wall: R5 8B GrdeDown (278 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation. Name: Bsmt. Buffer Installation Quality: P A G Face / Inset Comments/Location Slab Floors: REM/Rate - Residential Energy Analysis and Rating Software v11.41 Thls Information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 4 [ ] 1. Slab: Uninsulated (1903 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Basement Installation Quality: P A G Face / Inset Comments/Location Rim and Band Joists: [ ] 1. Joist: 1st/2nd Fir (263 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13A cavity insulation. Name: 1st/2nd Fir Installation Quality: P A G Face / Inset on Comments/Locati [ ] 2. Joist: 1st/2nd Buff (27 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1st/2nd Buff Installation Quality: P A G Face / Inset on Comments/Locati Mechanical Equipment: [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE. Make and Model Number. [ ] 2. Cooling: Air conditioner, Electric, 10.0 SEER. Make and Model Number [ ] 3. Water Heating: Conventional, Natural gas, 0.63 EF. Make and Model Number Air Leakage Control: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ j Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. REM/Rate - Residential Energy Analysis and Rating Software 01.41 This Information does not constitute any warranty of energy cost or savings. ®1085-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 5 Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R -values and glazing 1.11-factors; must be dearly marked on the building plans or specifications. Duct Insulation: [ j Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts in conditioned basement must be insulated to R-0.0. [ ] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil facing installed between sheathing and duds. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. [ ] Programmable Thermostat Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Nan-Circulating Runouts Circulating Mains and Runouts Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 REM/Rate - Residential Energy Analysis and Rating Software v11 Al This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Whittier Page 6 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES REiWRate - Residential Energy Analysis and Rating Software v11.41 This Information does not constitute any warranty of energy cost or savings. ®1965-2004 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: June 15, 2005 Rating No.: ***Home Modeled Worse Case" Building Name: Whittier Rating Org.: Foundations 4 Energy Owner's Name: Whittier Homeowner Phone No.: 614-891-4900 Property various Rater's Name: Chris Patterson Address: various, OH Rater's No.: 06-02 Builder's Name: Showcase Homes Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Whittier.blg Rating Date: Annual Energy Cost 2004 IECC As Designed 1351 946 Heating: Cooling: 202 104 Water Heating: 296 252 Lights & Appliances: 394 410 Photovoltaics: 0 0 Service Charge: 102 102 Total: 2344 1815 This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2004 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 26.0%. Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Well Area Ratio: 0.11 Blower door test: Htg: 0.35 Cig: 0.18 ACHnat In accordance with IECC, building Inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the "prevailing federal minimum standards' as of November, 2004. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REWRate - Residential Energy Analysis and Rating Software 01.41 This Information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. 50.3 _ 1Kjz x918" 02, 9 9 ` 41 1, IA 11 1 Ex. Lake OA l s s0 h~O ~ 8582 ~ Y ro~ 855.79 ~ - 58.7 ti BaO` •~2 8 3 .r ~~es, 0 62 9 `BSOjr-- 29 _ -33 - s4 ¢dg S9 ' . ' ' on`~ ` ~ • BSS ~t9` ~ , N ~ * v - tp. ' ~1~~%Q,. ~ ~'3~ ~ 9S SOO•~~\~"/~~y~> ~ - ~ cep S ~ ~ 0 ~ > d.SO~. ~ !'615.3,4•...,.:......1. ~ 3.61 0 5O~ tv 40 c, - 6 rn 63.5 6~ 65 N f " of 850 4 ?Ong; < g61-6'' 86?:- - Reserve i HW15 93 y CITY OF DUBLIN Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number: CT7-,Za!?6X SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system, as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02(k)). Property Owner: Showcase Homes Subdivision: Riverside Woods Lot Number: 30 Address: 4418 Yellow Wood Drive Approved Foundation Elevation 860.00 Feet above mean sea level. Actual Top of Foundation 860.00 Feet above mean sea level. STVAN * J. Professional Seal: M Signature of Surveyor: 7/25/2007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. 04/25/2007 15:47 FAX 614 228 2454 VIRGINIA HOMES 11004 PLAN APPROVAL TO: Showcase Homes DATE: 4/25/2007 FROM: Virginia Homes, Ltd In accordance with the Restrictive Covenants for Riverside Woods, Subdivision. The plans and color selections submitted for Lot #30 PLANS: WHIT71ER CLASSIC ELEVATION: APPROVER AS SUBMITTED: YES NOTE: CHANGES REQUESTED: EXTERIOR SELECTIONS APPROVED AS SUBMITTED: YES Vinyl Siding: Front Door: Black Brick/Stone Front: Rustic Burgundy Garage Door: PM-318 Trim Color: PM-318 Roof: (Dimensional) Weathered Wood Shutters: N/A Gutters: Wicker Stucco: N/A Hard!-Plank: PM-318 CHANGES REQUESTED: It is hereby agreed that excavating and building MAY BE STARTED 4MMEDIATELY. VIRGINIA HOMES, LTD Debra Newsome Plan Approval Coordinator EPERTMIT:NUMBER, ITT OF PUBLIN C DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Lot Number: Reviewer: epp Subdivision: Date' Address: 6c) (~(p YE5 /A F TEM DESCRIPTION NO N 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. I I First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation ? for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled, 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings ? 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway+ 20 feet is shown and labeled FEMA FIRM Map Number: 3'I4 4~1CC_L2~ 6 Effective Date: „Q„_02 •9 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: Q' APPROVED 11 DISAPPROVED 0 Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 1(17(2007 N:\Engineering\POLICYIENGPOL019.doo >t i 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 i NV 06.06.07 REVISED PER CITY OF DUBLIN E•Mail: hoyssinc@aol.com 2 Phone (614) 895-1922 J~ Survey Fax (614) 895-1949 SLTR PING Construction Fax (614) 895-9549 SERVIC S, INC. 74 0 FOR SHOWCASE HOMES HOUSE STYLE WHITTIER CLASSIC LOT/SUBDIVISION 30 RIVERSIDE WOODS CITY OF DUBLIN SCALE 1" = 20' PB. 107 PG. 42 DATE 04.18.07 ORDER NO. DRN. DR/NV CK. FLOOD ZONE X COMM. PANEL 39049C PAGE 0126G DATE 08.02.95 MINIMUMS R: 25' "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-1/2 INCH S: 7715' DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION ~x WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." _ All CALL rLANNING D"ION Ei INEERINNGCaD';VViIUANCE Av ? City of Dublin 1° APPROVED AS NOTED 10 08°3'' ~Pp(3{ to ~O 07- ' ^ t i r Tree Protection IFendne MUST BE INSTALLED AND INSPECTED PRIOR T0. START OF ANY CONSTRUCTION, 9y 4 CAILL-RANNK I1MIONFOR INSPECTK* o v 3~S3~ EX. r` I W f 1 856.10 c^ ¢ 51S JC w ' 30 ~s' rs !Vo 'PAP w 1.79' \ 25' DRAINAGE 1 11 I o o EASEMENT 2 0 1t 11 9 859.00 `vc F.F.= 859.00 1 a) 7 ZONING CO~ANCE . 2. 27.21' _ V'' A NOTED z . ° ° 38.33 AF0#~ SAN. SEW. TAP o ? 0 7.00' E.O.S.= 846 50 ? f d°. M w 3 1 F.F.= 861.00.1 8s o T.O.B.= 860.00E o Mo F.F.= 864.90 0 ° BSMT. = 851.83 ? ° GARAGE PAD RAISED I n o V/ 0 8" TO ALLOW FOR o POSITIVE DRAINAGE ; (9,32' 13.00 M ? 2.0 Z 9.28' 7.33 11.00 ~ J KVV Required SALei ctrr FORE tt E `~SSOs~ 00 0 28.17' ' M 61 3.47 ORDER AND INSTAL M O p'-1 X10 20.67 859.28, ,,10, i L,~c f' ~`s6\\ 859.00 X 859.20 ? err Tc 1 tai Ir~ + i.i( ~S~C 1 ~ \ Sri ' ~s ~ ~ \ u CIO 5' EASEMENT 30' BLDG. LINE ' I ` 16' DRIVE L d, MANHOLE ' s6 jo T.C.= 858.08 01°28'29" " CALL IN ' tc - T y ~Q Q~~ SLOPE= R=870' ? ON LINE ' SCHED' .E INSPECTION Ir. 11 15'EASE. 3.62% 22.39 ~Q" N'A?g~ ss7.lo 857.8,0 858.80 i~ 20.56' 857.67 5' B/C ? 8" W.M. N 68°15'28" W? 4' WALK ? NO P 7' B/C BUILDER TO MAINTAIN AIlVG ? 856.90 857.37 858.46 EROSION CONTROL INDICATES MAJOR BM G) FLOOD ROUTE NOTE : BUILDERS TO PROVIDE V TREE PROTECTION DURING ALL 4418 YELLOW WOOD DRIVE 60 PHASES OF CONSTRUCTION. I HEREBY CERTIFY THAT i HE PLOT PLAN NOTE: WATER SERVICE SIZE = 3/4 THIS ELEVATIONS SHOWN ON We hereby certify that the foregoing PLOT PLAN was prepared from THIS PLOT PLAN ARE THE information provided by the Client and data obtained from Engineered Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA RESULT OF AN "AS BUILT" SURVEY purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited. `\\\\\~tNtuluu?pj~~~ WALK 333.0 PERFORMED ON `~OF oy/o LOT 13,350.0 HOUSE 2649.0 SOD COV. 10,241.0 STEVEN HOY DRIVE 1515.0 LOT COV. 19.84°/G 'T~~-• 7313 a SURVEYOR OR BUILDER SIGNATURE DATE APPROACH 197.0 By 5750 Chandler Court REVISION DATE & REQUEST Westerville, OH 43082 1 1 E-Mail: hoyssinc@aol.com ` J Y A. Phone (614) 895-1922 11.. Survey Fax (614) 895-1949 SUR YING Construction Fax (614) 895-9549 SERVIC S, INC. 74 FOR SHOWCASE HOMES HOUSE STYLE TREE SURVEY LOT/SUBDIVISION 30 RIVERSIDE WOODS CITY OF DUBLIN SCALE 1" = 20' PB. 107 PG. 42 DATE 04.18.07 ORDER NO. DRN. DR/NV CK. FLOOD ZONE X COMM. PANEL 39049C PAGE 0126G DATE 08.02.95 MINIMUMS R: 25' / S: 7715' pe&, 01V is+7; ~Lt/2A~ L' 2099 Sugar Maple 7.0 Good ram 2100 Honeylocust 8.0 Fair 2101 Sugar Maple 7.5 Good 2102 Walnut 9.5 Good 02 2103 Honeylocust 910 Fair 2104 White Ash 10,0 Good A 2105 Sugar Maple 7,5 Good - 2 2~. 2106 Sugar Maple 6.5 Good \ 0 2107 Walnut 10.5 Good 30 2108 Sugar Maple 12,0 Good ~ 0 2109 Hackberry 8.0 Good 2 2110 Honeylocust 10,0 Fair 3 2111 Sugar Maple 6.0 Good 2112 Honeylocust 11,0 Poor 2136 Walnut 11.5 Fair 2140 Cherry 10.5 Good 2 0 2141 Silver Maple 11,0 Good 2142 Walnut 9.5 Good 2143 Cherry 9,0 Fair 2144 Cherry 9.0 Fair 21 ~0 2145 White Ash 10.5 Good 2146 Boxelder 6.5 Good 2147 Black Locust 13.0 Good 2\ 2148 White Ash 10.5 Good 0 2149 Walnut 10,0 Good 2150 Cherry 8,0 Fair o 2151 Sugar Maple 15,5 Good 21 - - 02 2~- 0 BUILDER TO MAINTAIN EROSION CONTROL NOTE : BUILDERS TO PROVIDE TREE PROTECTION DURING PHASES OF CONSTRUCTION.ALL 4418 YELLOW WOOD DRIVE 60 ' PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from "LANDSCAPE CODE REQUIRES AT LEAST THREE, 2-112 INCH information provided by the Client and data obtained from Engineered DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION Subdivision Plan. This Plot Plan is to be used by the Client for the sole purpose of obtaining a building permit. The use of the Plot Plan for any WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. other purpose is strictly prohibited. qU111111Nj PLACEMENT OF THE THREE TREES WILL BE FIELD-VERIFIED BY OF THE CITY OF DUBLIN PRIOR TO INSTALLATION." S I EVEN o HOY 7313 B %SVRVE By fa y lL vXe AM XID ~{~tte , ~ 9'f~ ti 03 4x16dn e a , k ` 4x1Qdn Y 1~ X70 I ~ VEr7I T ~ 41/e - vp S oil dv- in T spacetst s dv t X min 9D It.K~y 0 1f fE$ 2 /XSxY6 190% qA vents ItxB><V+6 ~ ! ; 4x10 RR Px10 do 14~gft yR m 14 x E9 14 8x11Q IM$dxyb WaY'y8 y D Y$I A /ovYO nP Vo- option c NJ of bP*P Awo Op,%mor wA41 I p 0 QQ Whittier-bsmt rev 06103105-bb 07f26105-bb ~?a fa cap • ~ ~ 4x12..._._. ~ D~iXla oval box boot ~fXlo ~xto 1 I i f-1~-- Wo RA y FLUE HAS A rg0 DOUBLE OFFSET-max offset for 5' qde b-vent is 7'6" Q yjuc . IlfM 4" ra injst ~i<f space o 0 0 14fZ RAI. r-- dv ® FAN ewf_y min 3' stat dv- intojst/90% 7" stk 4t ~P space -outthru vents 6" 14x6 bandboard X Isw thru 0 range vent- 14x6 or 2x10 a band option Isw Q or board 4" t Whittier-1st fir rev 06103105•bb 07126105-bb 14x6 Lsw ra z o 4)c 12- r~ 1 '=''omE~'~'£ qX to thct o Buser or 4~t 14x6 hsw c /t ^ 14x6 hsw FAN Ll or @,F. 2x10 or 7"ifjumperin st or attic T tr, khd khd 7- i.f. Q jumper in attic 0.1 FAO 0- / r 141 ~ Tp u~ 14x6 {{5t' _ hsw &A {5~ P+A w'xF o y)<ra ° fop Whittier-2nd fir rev 06103!05-bb gFIZ o ` a~ r STRUCTURAL MEMBERS ARE CALCULATED WHITTIER CLASSIC 3 CAR GARAGE WINDOW SCHEDULE = 03S31/02ATE; ON THE FOLLOWING DESIGN CRITERIA cLE~e ~ REVISIONS; ALL BATHROOM EXHAUST FRNS TO VENT TO THE OUTSIDE 1 40 P.S.F. LIVE LOAD IN ALL LIVING AREAS wmoc WIMxJW ROOM WINDOW rEMP. GLRZIPoG rorAL REO'0 EGRESS EGRESS REQt7 ~ LOCATION SQ Fr OLD! CALL PER GLAZING GLAZING WIDrN !-E'IGNT !EGRESS 6 VENT. VENT. N 2. 10 P.S.F. DEAD LOAD IN ALL LIVING RRERS ~~r ALL CLOTHES DRYER EXHAUSTS TO VENT TO THE OUTSIDE. ORD, 15 PSF DEAD LORD SIZE WINDOW SQ FT. SQ F1 VENrILArIONI ° TIONS AND MODEL TYPE GOVERN 3. R. RAFTERS; 25 P5F LIVE L MANUFACTURER SPECIFICR B. ROOF TRUSSES 20 PSF TOP CHORD LIVE N ° 11 FIN, LOWER LEVE 414.89 Sfl. FT. 2 4040 NO 1ll.55 Sfl. FT, 23.1 Sfl. FT. 33,19 S0. FT. 20.4000" 43.0000" 5.75 S0. FT. 16.60 S0, FT, 11.50 Sfl. FT. O THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS LORD ~ FIN.LOwE~ T. IF MANUFACTURER IS 10 PSF TOP CHORD DEAD TO BE SUBMITTED WITH PERMIT SE 10 PSF BOTTOM CHORD LIVE LOAD NOT KNOWN, 25'-0" MAXIMUM RUN WITH A 5 -0 DEDUCT FOR CHORD DEAD LORD DINING I DINING ROOM 172,50 S0. FT. 3 3060 NO 13.56 S0. FT. 40,68 Sfl. FT. 13.8 S0. FT. 30.9375" 32" 6,87 S0, FT. 6,9 S0. FT. 20.61 SO FT, C NTRACTOR 70 VERIFY INSTALLATION 5 PSF BOTTOM EACH 90 DEGREE ELBOW. 0 30 KITCHEN/BRKFST. 1 6068 DR. YES 39.96 SO FT.' 30.9375" 265625" 20.0 S0. FT. I.' LOCATION PRIOR TO INSTALL. KITCHEN/E DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO WIDTH ` RATIO EQUAL TO OR GREATER THAN 6 TO 1 (NOMINALLY) KITCHEN/E THE PROVISIONS OF THE NATIONAL ELECTRIC CODE KITCHEN/BRKFST. 1 3040 NO 8.47 S0. FT. 30.9375" 20" 4,3 S0. FT. y~J . D. THE INSTALLATION, TESTING, SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS. NFPR 70 SHALL GOVERN 4/15/07 KITCHEN/BRKFST. 2 1040 NO 5'93 S0. FT. 10.9375" 20 CTRICRL SYSTEMS. (i.e. 2X12 JOISTS OR TRLLERI. KITCHEN/E RND OPERATION OF THE ELE RLL FOOTINGS TO EXTEND BELOW FROST LINE. KITCHEN/E PROVIDE SMOKE & CARBON MONOXIDE DETECTORS INTERCONNECTED KITCHEN/BRKFST. 2 2050 NO 6.68 S0. FT, 18.9375" 26,5625" 3.49 S0. FT, N BATTERY BACKUP 32 MINIMUM FROM GRADE TYPICAL U.N.O. WITH 110V. AC. R D KITCHEN/E 34 MINIMUM FROM GARDE RT UNION COUNTY. KITCHEN/BRKFST, 343.93 Sfl, FT, 3 2850 NO 9.57 S0. FT, 102.36 S0. FT. 35.51 Sfl. FT, 2fi,9375" 26.5625" 4,97 SO FT, 17.76 SD, FT. 46.19 S0. FT. FAMILY RM. 2 3030 NO 5,93 S0: FT. ~ 11.86 S0. FT. N/A N/R N/A N/R ED TO ATTIC, CRAWL SPACE OF DWELLING UNIT SNRLL HAVE MRX 36" MINIMUM FROM GARDE RT DUBLIN RND DELAWARE JURISDICTIONS. FAMILY INSULATION EXPOS 450, PER ` FLAME SPREAD RATING OF 25 RND MRX. SMOKE DEVELOPMENT FACTOR OF 316 WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUST) ~C FAMILY CODE SECTION ~C FAMILY RM. 299,85 Sfl. FT. 2 3050 NO 1Li01 S0. FT, ~ 22.02 S0. FT. 23.99 S0. FT. 30,9375" 26,5625" 5.71 S0. FT. 11,99 S0, FT. 11.42 S0. FT, EXPOSURE C. DEN 132.71 5c]. FT. 2 3060 NO 13.'56 SO FT, 27,12 S0, FT. 10.62 SOFT. 30.9375" 32 6.87 S0. FT, 5.31 50, FT. 13.74 S0. FT. ENCLOSED, INSULATED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION oE~ OR VAPOR BARRIER. ~ GROUND SNOW LORD 20 PSF. MSTR. E MSTR. BDRM. 283.51 S0. FT. 2 3450 NO 12.46 S0, FT, 24,92 S0. FT. 22.68 S0, FT. 30.9375" 26.5625" 5.71 S0, FT, 11,34 Sfl, FT. 1L42 Sfl. FT. - T INTERRUPTER SHALL PROTECT ALL BRANCH 5EE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE. ARC FAULT CIRCUI MSTR, BATH 128,07 SOFT, 1 3840 YES 14.167 Sfl, FT, 14,67 S0, FT. 1025 SD. FT, 5.41 S0, FT. 5.12 50. FT. 734 S0. FT. CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (B) MSTR, E CONCRETE DRIVEWAYS, CURBS, WALKS. PATIOS, RND ANY ITHIN 6'-0" OF SINKS. IN GARAGE OR OTHER EXTERIOR FLAT WORK, INCLUDING THE GARAGE SLAB BDRM. ALL ELECTRICAL OUTLETS, W BDRM. a2 239.44 SO FT, 1 3H54 CASEMENT NO 22.02 S0. FT, 22.02 50. FT, 19.16 FT, 30.9375" 26.5625" 11.42 S0. FT. 9.58 S0. FT. 1L42 S0. FT, HE EXTERIOR SHALL BE GFCI PROTECTED PER SHALL 8E 3500 PSI AIR ENTRAINED. BASEMENT & ON T BDRM. BDRM. a3 165,44 S0. FT. 3 3050 NO 11,01 S0, FT.' 33.03 50. FT. 13.24 Sfl. FT. 30.9375" 26.5625" 5,71 S0, FT. 6.62 Sfl. FT. 17.13 SO FT, 4 NEC SECTION 210,8 BASEMENT AND RLL INTERIOR CONCRETE SLABS SHALL BE 2500 PSI AIR ENTRAINED WITH R VAPOR BARRIER LAPPED BoRM. BDRM. a4 171.49 SO FT. 2 3050 NO 11.01 S0. FT. ~ 22.02 S0. FT. 13.23 Sfl. FT. 31.0625° 26.5625" 5.71 S0. FT. 6.86 S0. FT. 11.42 S0. FT. MINIMUM 20 RMP BRANCH CIRCUIT SHALL BE PROVIDED, 50LELY LL E GES. S, PER NEC 210.11(c)(2) R MINIMUM OF 6 RT A D TO SUPPLY LAUNDRY RECEPTACLE , ~ FOB STEEL BERMS ARE DESIGNED BASED ON ASTM-A992 (50 KSU WIT ~ FOR CODE COMPLIANCE PROVIDE FAMILY ROOM ~C~FOR CODE COMPLIANCE PROVIDE FINISHED LOWER ALL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE WITH 6" VENT TO FURNACE THAT PROVIDES AREA WITH 6" VENT TO FURNACE THAT PROVIDES o AIR CHANGE EVERY 30 MIN. AIR CHANGE EVERY 30 MIN. L SHALL BE WATERPROOFED AIR T S & SHOWER MASONRY & CONCRETE FOUNDATION WA LS ALSO PROVIDE (4l CRN LIGHTS THAT ANY WINDOW WITHIN 2 0 OF R DOOR , RLL SIDELI E BY APPLYING RN ABOVE GARDE DAMP PROOFING PRODUCT DOORS TO BE TEMPERED PER CODE SECTION 308.0 RND BY APPLYING A BITUMINUOUS WATER PROOFING PRODUCT ASSURE5 6 F.C, OF LIGHT 30" A.F.F. WITH R PROTECTIVE INSULATION BOARD BELOW GRADE. ATTIC ACCESS SHALL BE FRAMED NO LESS THAN 22 INCHES BY 30 INCHES R ALSO BE INSTALLED. 0 INCHES. R PROPER DRAINAGE SYSTEM SH LL HAVING A CLERK HEIGHT OF OVER 3 ` L BE PROVIDED RND SWITCHED AT THE POINT THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL R ATTIC ILLUMINATION SHR L CE MINIMUM OF 6 INCHES WITHIN 10 FEET. OF ATTIC ENTRAN ` A HEIGHT OF 36 INCHES RT ALL STAIRS RT RLL ROOF TRUSS RND RAFTER ANCHORAGE SHALL BE PROVIDED AT GUARDRAILS SHALL HAVE ED MORE THAN 30 INCHES ABOVE THE FLOOR AND ALL ROOF MEMBERS, MINIMUM H2,5R BY SIMPSON STRONG-TIE. RAISED SURFACES LOCAT B POSITIONED RS TO NOT ALLOW PASSAGE OF R 4 SPHERE SEE ROOF FRAMING FOR ADDITIONAL INFORMATION SPINDLES SHALL E M AND MAXIMUM HEIGHTS OF 34 AND 3$ AN ICE BARRIER SHALL BE PLACED FROM THE EAVE EDGE TO HANDRAILS HAVE MINIMU V RTICALLY FROM THE N05ING OF THE TREAD. A MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL. INCHES MEASURED E (ICE BARRIER SNRLL BE TWO LAYERS OF UNDERLRYMENT CEMENTED HANDRAILS SNRLL HAVE R SPACE NOT LESS THEN 1 1/2 INCHES ND THE HANDRAIL. THE HRNDGRIP PORTION TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEET). BETWEEN THE WALL A SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION SHAPE WHICH SHALL PROVIDE RN EQUIVRLEN7 ROOF SLOPES FROM 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL UP TO OR RN APPROPRIATE FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LAYERS OF GRIPPING SURFACE UNDERLRYMENT SHALL BE INSTALLED PER SECTION 8905,2.7 OF THE N MITIGATION SYSTEM (DUBLIN RND CANAL WINCHESTER 2006 RCO.(USE OF SINGLE LAYER OF 30 LB FELT UNDERLRYMENT IS PROVIDE PASSIVE RADO EQUIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBSTITUTION JURISDICTIONS ONLY) IS ALLOWED) A E AND RESIDENCE SHALL BE SEPARATED BY A MINIMUM THE GAR G BOARD STANDARD. ALL CEILINGS TO RECEIVER WATER RLL CONNECTIONS TO BE PER THE 2006 RESIDENTIAL CODE OF OHIO. 1/2 GYPSUM BASED TEXTURE MATERIAL SHALL HAVE 5/8" GYPSUM BOARD APPLIED. UNLESS NOTED OTHERWISE. IF HABITABLE SPACE IS LOCATED ABOVE GARAGE. 5/8" TYPE X GYPSUM BOARD IS REQUIRED RT GARAGE CEILING. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED " FIRE-X DRYWALL WITH 1/2 N E SHALL BE SEPARATED OPENINGS SEPARATING GARAGE AND RESIDE C 1~~I~TILAI'I®I~ RATED FIRE DOORS, WITH 20 MIN. 1. GENERAL STRUCTURAL AND ARCHITECTURAL FIRESTOPPING SNRLL BE PROVIDED TO CUT OFF RLL CONCEALED NOTES ARE INTENDED TO AUGMENT THE RLL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING RRER OF NOT LESS GRAFT OPENINGS (BOTH VERTICAL RND HORIZONTAL) AND DRAWINGS AND SPECIFICATIONS. SHOULD THAN 8 PERCENT OF THE FLOOR RRER OF TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, RND CONFLICTS EXIST BETWEEN THE GENERAL SUCH ROOMS. ONE HALF OF THE REQUIRED BETWEEN A TOP STORY RND THE ROOF SPACE STRUCTURAL OR ARCHITECTURAL NOTES RND THE DRAWINGS, THE STRICTEST PROVISION AREA OF GLAZING SHALL BE OPENRBLE. THE PORTION OF A MASONRY CHIMNEY LOCATED SHALL GOVERN. ' CRAWL SPACE VENTILATION SHALL BE POVIDED IN THE INTERIOR OF THE BUILDING OR WITHIN THE BY MECHANICAL VENTILATION AT A RATE OF 1.0 CFM, FOR EACH 50 SQUARE FEET. EXTERIOR WALL OF THE BUILDING SHALL HAVE 2. GOVERNING CODE A MINIMUM RIR SPACE CLEARANCE TO COMBUSTIBLES STRICTEST PROVISIONS AS SET FORTH BY. ATTIC VENTILATION SHALL BE 1 TO 300 THE OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY OUTSIDE 2006 RESIDENTIAL CODE OF OHIO SQUARE RRER OF THE ATTIC SPACE, PROVIDING THE EXTERIOR WALLS OF THE BUILDING, INCLUDING THAT VENTILATORS ARE ENSTRLLED IN THE UPPER CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE SNRLL HAVE A MINIMUM AIR SPACE OF 1 INCH, PORTION OF THE SPACE. ATTIC VENT. CALCULATIt~N CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN RNY PORTION OF THE BUILDING WITHIN 10 FEET, HOUSE ATTIC S0. FT. 2584.44 BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WHERE THE CHIMNEY PR5SE5 THROUGH THE ROOF. . AVERAGE S0, FT. SOFFIT VENT PER LINEAR FOOT .067 5Q. FT. CHIMNEY TO TERMINATE WITH SPARK ARRESTOR/CHIMNEY CAP. ' OF SOFFIT S0. FT. OF ATTIC SPACE x.0034(1/300) =REQUIRED ATTIC VENT. 2584,44 .0034 8,79 LINEAR FT. OF SOFFIT x .067(SOFFIT/FT.I =TOTAL VENT, 50. FT. 199,3 x .067 - 13.35 ~ p ~ LINEAR FT. OF RIDGE VENT x ,125tRIDGE VENT/FT.I =TOTAL VENT, S0, FT. ~I ?I MASONRY VENEER SHALL BE ATTACHED TQ THE SUPPORTING ApPROVE~ ApPROVEp PLANS MUST B~ ON los x ,125 = 13.125 ~J WALL WITH CORROSION-RESISTANT METAL TIES , SIY~ FOR ~ SIY~ FOR ALL INSPECTIONS. ~ TIES SHALL BE SHEET METAL TIES NOT LESS ' VENEER THAN N0. 22 U.S. GAUGE BY 7/8", CORRUGATED. EACH TIE SNRLL BE SPACED NOT MORE THAN 24 INCHES ON CENTER HORIZONTALLY RND VERTICALLY RND SNRLL SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL RRER. THERE SNRLL BE R MINIMUM OF 1" CLERK SPACE BEHIND VENEER. MASONRY VENEER SHALL NOT SUPPORT RNY VERTICAL LORD OTHER THAN THE DEAD LORD OF THE VENEER ABOVE. VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS RS SPECIFIED ON PLANS. LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SNRLL HAVE A MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED ON THE WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLED J STEEL OR THE FOUNDATION. W R LED OVER EXTERIOR SHEATHING IN O TYVEK HOUSE WARP SHALL BE INST L ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. O F RSHING SHALL BE INSTALLED PER SECTION 703.7.5 RND 703.8 OF THE L 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL RESIDENTIAL CODE. WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703.7.6 OF THE 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL W RESIDENTIAL CODE. (IF STUCCO VENEER, SECTION 703.62.1 GOVERNS). W COLUMBUS 0 whittieCO_6.db Q 0 N 1" MIN. o ISSUE DATE; AIR SPACE = 03/31/02 15' RIDGE VENT WALL ~ REVISIONS: 12 SHEATHING ~ N O 7 1/2 R.=2'-5" FOR lx8 FASCIA METAL ROOF 1x6 FRIEZE FLASHING H N 11 ~ o 1x8 FASCIA ALUM -i 1x6 FRIEZE GUTTER WEEP HOLES 30 15' ID VENT FLASHING L4"x3 1/2"xl/4" D, (LONG LEG HORIZ.1 1x6 ` ATTACHED TO ROOF 4/15/07 WITH 16D NAILS IN ~ 1x6 1x6 ~ TRIM TRIM 1x8 FASCIA - - - - _ ~ 3/16" DIA. HOLES IN TRIM UM 1x6 ~ LUM 1x6 FRIEZE RL TRIM ROOF ANGLE ~ 8"OC. NAILS SHEATHING SHALL PENETRATE ' TTER GUTTER HARDI /S RAFTERS. D/ ~ - - - - - PLANK - - - ~ D/S HARDI D/S RAFTERS OR PLANK D/S - - _ LVL'S PER PLAN STUD V 0 1x6 1x6 1x6 - - - - ~ TRIM TRIM RIM 1x6 ~x6 1x6 1x6 TRIM TRIM 1x6 TRIM RIM ~T~ _ _ TRIM - - - - MIN, 3"x3"xl/4" PLATE HORIZ. SIDING ~ 24"OC WELD TO ANGLE COLOR OF DOORS & TRIM L4"x3 1/2"x1/4" (LLHI Q TO BE SIMILAR TO MAIN , " HOUSE GARAGE DOORS ARE SCALE, 1/8 -1-0 SCALE, 1/8 1 0 TO BE STEEL RAISED PANEL HOLES FOR 16D NAILS ~ 8"OC. 0 BRICK LEDGE DETAIL SCALE 1 1/2"=1'-0" 1x8 FASCIA _ _ 1x6 FRIEZE ALUM TRIM GUTTER D/S D/5 1x6 TRIM - HARDI PLANK d 7 1/4' 5/4x4 35' RIDGE VENT 1'-0 1/2" 1x6 x 16 TRIM 1x6 TRIM 1x6 FLUTED 5/4x6 1x8 D/S co TRIM RIM _ 2x3 BEVELED-? 2x6 SCALE, 1/8"=1'-0" SECTION H-H 1 1/2 . 12 3/4" 2 1/2C U WIDE O 1z8 SOFFIT FASCIA RAKE U N 10' RIDGE VENT 1x6-- 8ED MLD.-~ CERTAIN TEED LANDMARK 30 YEAR DIMENSIONAL ASPHALT SHINGLE 12 5/4x6 245 LBS. PER SQUARE MAX. 9 1/2 EXPOSURE NOT TO EXCEEDS 5/8" COLOR = WERTHERWOOD ' FRONT GABLE TRIM _ R: 4'- 1J8" FOR MET ROOF SADDLE 1x8 FASCIA 1x6 FRIEZE ALUM GUTTER 9 1/2 H o o in • i o O - - - - \ D/S 3 1x6 TRIM Z O H r o ~ ~ W 1x6 W O 0 0 o TRIM J O o W ~ o - - - o • N - - - - 0 H 0 ~ 0 W ~ 0 0 ELEVATION ~ v = o ~ ~ SCALE: 1/4"=1'-0" ~O" COLUMBUS U) ~ whittieCO_6.db o o_ QQ O o ISSUE DATE; = 03/31/02 ~ REVISIONS: E N 0 11 N ~~~0 3~ FOOTING RND COURSE HEIGHTS ~.I•I~ D , HAVE BEEN ADJUSTED VV 50'-0" 2'-0" 4/15/07 31'-0 1/2" 18'-11 1/2" 18'-11 1/2" 2'-0" g'-8" 7'-111/4" 5'-8" 2'-8" 1'-8" 4'-g" 1'-4" 1. 12'-10 1/2" 1'-5 1/4" r , I I ~ , I d ~ FOOTINGS WITH REINFORCING ~ I r--------------i I o I I o ~ DN.2 F'~~ SHALL COMPLY WITH SECTION U I I I , ~ ~ I I I N ~ ; 32/16 ~ 250.50 OF THE 2005 NEC. • W8x10 STEEL BE r - 8'-11" LONG ~ ~ w I r-----' I ~ ~ ~ ~ CRS, _ CRS, ; ~ ~ I I I I 5 1/2 ~ I I I I 5 1/2 ' I ~ I I I I I I I ,i I I ' ~ MASB STRAPS 1 I ' I ~ ~ FR I I I 1 FRAME DECK ON ~ 8" BLOCK NOT PERMITTED I - I \ I I I 1•'jil 12" BLOCK ~ CRS. ; ; TO CRS. 12 4 6 LGl/~ SET 3'-1 1/2" 6 1/2 SEE DETAIL ; I t • ; ~ PONY WALL ON = I I I I I I - TOP OF CRS, 2 ~ I ~ ~ _ I ~ ~ o ~ ~ ~ I~~~ I I ..s 13'-9" I I ~ 3 1/2" CONC, SLAB OVERT ~ ~ ~ ~ I I .~Y n' ~ VAPOR BARRIER RND 3 O.D, ADJ. TEEL ~ I 3 1/2' O.D. ADJ. STEEL 4" GRAVEL BASE COLUMN (11GR. ON ~ ~ ~ - VAPOI VAPOR BRIER OVER ~ 2x4 12" BLOCK y`~ z W'ORKIwt3 DAYS • ~ ~ COLUMN (SCHED. 401 ON ~ 24 x24 x12 P URED I I I ~ 4 4" RAVEL BASE I ~ TO CRS. 6 1/2 13~FpAE YOU DIG I I 48"x48"x16" POURED, CONC, FTG. ~ ~ ~ C S, ~ ~ CALL TOLL FREE $O0-~62-2764 CONC. FTG. 1 2 I I 4'- 1/2" ~ ~ CRS. I ~ OHIO UTILITIES PROTECTION SERVICE I I CRS. I I I I 1 r-- 5 /2 5 /2 I I 6 1/2" ~ ~ ~ I I I I I I I I 13'_8.. 16'-10" I ~ ~ I i I I , I I I I I I I I I I I ' I I I I _ I I I I ` ' I I ~ ~ ~ ~ 16"x16" Pl W8x15 STEEL BERM I I _ I ~ 16"x16" PIER ON a i ~ _ _ _I ~ I ~ 32"x32"xle I 30 -11 LONG I I EACH ~ , _ Q CONC. FTC 32"x32"x12" POURED _ A~~ ~(~(~D W~T~~N $ GRADC CONC. FTG. 00 Yp gE PRESSURE TREATED I I I WAY o ~ ~ I" w I I ~ I I m I I , ! I ~ mZ DN I I ~ I ~ o I 11 CRS, ~ N W J CARg~N MONOXIDE RECD d. i i ~ I N I I 3 ~ I II PER DUBLIN ORDINANCE I I ~ ~ P 8 2 7/1 " ~ oN I I 0 / ~I I - I I X ' ~ ~ 3 2" O,D, ADJ. ~ o ~ SMOKE pETECTORS REQ'D PER ° ~ STEEL COLUMN ~ 3 I SECTION R313 ' ~ ~ ELEC SVC PANEL ' ~ V RY ~ (SCHED. 401 ON 1;_:;:_~,;,_ BATTERY BACKUP REQ'f) Concrete lintels shall 2004 RESIDENTIAL CQDE OF OH10 iv N I LOC N MAY R 40'x40' x14 POURED ~ I ~ ~ I I ~ m~ ~ ~ SUP 7 I goo I CRS, I CONC. FTG, ~ © I , I S 1/2 Bear 8" min. ea. end, 13'_8•' 8'-1 ~ ~ ~ ~ CRS, I I I I ~ I I 1 I i' ~ r-_---_ i i l ' ' 2' .~.E I ---------r-- - I I I I N ' I I I r~ -__h _ ~ I I I I I I 1 ' W8x13 STEEL BEAM i i _ I _ ~ I ' ! I - - I I I. ALL 1=LECTAICAL WORK WILL BE " CRS. 21,-8 LONG I I III I ~ --,III I I I I ~ ~J I II I r~ I I ~ INSTALLED IN ACCf~RDANCE WITH ~ I 26 7 I ~ r ~ I N ~ 14'-0" ~ ~ PROTECTION AGAINST R.4DOI~f THE NATIONAL ELEC`fR{CAL CODE. ~ I ' ~ I ~ 'I I ~ ~ ~ 8" BLOCK I 3 O,D, DJUSTRBLE ~ , ~I , _ 8" BLOCK ; PER' DUBLIN ORDINANCE, CRS, 6 1/2 ' STEEL COL MN (11GA1 ON I I I ~ ; ~,~I I v, o I CRS, 6 1/2 24"x24"x1 "POURED I I ~ ; l _r~ _ I I .D I I I I c I I I , r---~ - r1L----, ~ b ~ ~ 00 ~ ~ CONC, FTG, I I•. , I I~ - ~ I I I I I I , I I I ~ y=== 00 I I ~ F"-~ I I I I I r-~~~` I I ~ W8x10 STEE BEA I _ I I ALL HUAC WORK SHALL BE INSTALLED I 18'-1" LONG I i FOUNDATION REINFORCEMENT I , I I I -;n I ~ ~ IN ACCORCANCEWITH THE 2Q04 RCD I I , PER ATTACHED DETAIL SHEET ; I „ „ `gyp ~ I I (V I I 13'-g" 7 -2 1/4 L, /4 8 4 4 8 5 8 1 c~ ~ PONY PONY WALL I z ~ I ON C ON CRS: 13 NOTE: FOOTING DESIGN ~ ~ ~ I~ E ~ 3 1/2" O.D. A J. CDI I ~ QQ , I I I ' T6° MINIMUM CLEAR GELLING HEIGHT BASED ON RN ASSUMED oo ~I~ ~ w ~ STEEL COLUM ~ ' I \ li I "O I I I REQUIRED, WITH 6'8° UNDER. BEAMS. ALLOWABLE SOIL BEARING iv m I. ~ 6~` m W (SCHED. 40) 0 I PRESSURE OF 2000 PSF, ~ ~ ~ w oc 44"x44"x14" P URED .I ~--SUMP MP w of CONC. FTG. DUCTS, GIRDERS, SOFFITS, ETC,, PER. VARY ~ ~ ~ ~ ' II LOC N M ~ ~ ~ " B OVER - ~ w 4 CON SLA ~ DUC3UN ORDINANCE. )VER ~ _ c~ o " ~ I 4" GRA L BASE N u , ~\Z i I SE ' I I I I " I x 3 0- (D i ' i~ I ° J ~ ~ I I I ~ I _ \ i i THRE I I 3(~- ~ I ~I~ N ~ I ~ppp~ I I I~gEE CAR ~ I J . m I 57~]S' ~A~. ' ~ ' o SI.E~PINC_ROOMS E~CIT REQUIREMENTS m ~ ~ ~ 3 1/2" CONC. SLAB OVER N ~ ~ MlirIIMUM pNE WINDOW- 5.7 NET ' VAPOR BARRIER ND , I • 4" GRAVEL BAS SQ. FT. CLEAR,24"HIGH 20"WIDE ° ~ GRADE FLOOR MINIMUM 5.0 NET SQ, Ft (n ` - I 1 I I I I LUG-OUT AT ~ ~ ~ 4 BRICK LEDGE , I I I I r ,CRS. 12 FOR ! ~ CRS, 12 ' ' ;SLAB SUPPORTS I I FLOOR O ' ' H m I ~ I I SLOPE ~ ~ o ~ ' T I - I I O ~1 ~ I I m , IJ_ ` I I 0-, 1~ i i O I I Y OPTIONAL EXTRA ` - ' S~ I I 1 I I A. FULL BATH R.I, ~ - , cA, ' ' I I I I I I I U ~ ~ o H ~ d. I I I 1 ' ' ' o I I (V n fV I I N I I I I I LJmL I W I I I I I I I I I I \ I I I I I I I I I I I I I ' 3 I 1 I I I I ~ I ~ I I I I ' ~ I 1 - Ni Oi 0 I I I I ' I H iZl I I I I I ° I I I I O , , I 1 m I I ~ ~ I I FUEL BASEMENT ; W I 1 o I I 0 m I I I I I 1 FOUNDATION PLAN I ~ ~ o I I ° I m I I d' N SCALE 1/4 -1 0 W ~ ~ I o , ~ rUn 0 13'_0" ~'-4" 11-0 m 31._4,. 20~. N O m ~ _ ~ ~ 52'_0" COLUMBUS U) N whittieCO_6.db r 'd' r-1 ~ NOTE = ISSUE DATE; m ® -INDICATES NON-STANDARD 03/31/02 zxs Fio~.--, HEIGHT WALLS - AS NOTED, ~ REVISIONS: RLL OTHER WALLS RRE 8'-1 1/8" HIGH ~ N RLL STRUCTURAL HERDERS ARE ° fV ~ ° 11 (2) 2x6 -UNLESS NOTED OTHERWISE, N ~ ~ 0 O ~ i DIMENSIONAL LUMBER FRAMING BASED ~ O ON THE FOLLOWING MINIMUM PROPERTIES; m ~ T~PF OF MEMBER b( ( i) (F~' 1. JOISTS 1000 145 1,600,000 W ~ D 10" 2'-61/2° o i 2. BEAMS 1000 145 1.600,000 3. HERDERS 875 135 1,400,000 4/15/07 iv 6 LAMINATED VENEER LUMBER (LVL) BASED ON THE FOLLOWING MINIMUM PROPERTIES; NICHED 13'-101/ " 181. ETAIL 1 2'-6" 8'-101 18'-11 1/2" ~ F (s~ ( (si 21.6•' 2~_~7~1 SCALE: 1/4"=1'-0" 3050 13 2650 285 1,900,000 3050 ` 3450 ~ TOLF NALTSUPPORTTMEMBER ORKFOUN ATDION. ~ ~ 3450 V ALL OPENINGS UP TO 3'-4" WIDE TO HAVE I (2) 2x8 i HDR. (2) 2x8 R MINIMUM 1-2x4, STUD GARDE SPF, JACK HDR. STUDS UNLESS NOTED OTHERWISE. 13'-2 1/2" PLANT LEDGE I m ABOVE WALL I I 2'-0" = RLL OPENINGS GREATER THAN 3'-4" WIDE TO 1 i (TYPJ HAVE 2-2x4, STUD GARDE, SPF JACK STUDS 1$-4' ~ UNLESS NOTED OTHERWISE. CARPET ~ . ~ i ~o ~ OPT. 2468 I O - INDICATES (3l JACK STUDS TYPICAL UNLESS NOTED (a2, SPF) Q iv DOOR LOC's I ~ RELOC. ELEC. ~ ' i ~ O# -INDICATES QUANTITY OF NON-STD. STUDS (a2 SPF) I 42" H. WALL (STD. OPT.) CARPET I ~v/1-INDICRTES QUANTITY OF RIPPED LVL STUDS ~ffl 3/4 WIDE BY WALL THICKNESS (2650Fb-1.9E) I I CASTER BFI RM ,i , > I CARP CARPET I ~I ~ II , I I I I i N ~ oo Y OPTIONAL EXTRA I ' I l ~ ~ I' i N 2nd BO ~ WL V • , ANITY 12'-6" i ~ ~ 00 o i 2ND FL. WD. RAIL'G ~,I ~ 2A ~ ~ ~ ~ ~ N Mc 1R/1S ¢ i N ~ 1R/iS ~ - o = ~ r--- ti' ~ - D N ° ~ 0 2468 D U ~ ii ~5r~ ~ ~~U N I ~ ~ _ ~ = R Nl~w ~ ~ o N CARPET ! i ~X~ PET cv i ~X~ i ~ MC ~ U ` m 4•'x4 ~ ~ ' 1. 1. I Q Q\ PH ~ ~ 10 4 IQ U~ ' SHOWE ' 6'-1" Mc m 1R/iS ° ' 2q.68 iv o 2 ~ iN ~ N 7R ~ - - - -a ~ 1R/iS - uNi ~ ~ ~ 1/2 WR ' w ~ ~ LL W/ I o (V 21.01 r. ~ X~ ~ WD. CAP STD. _ FLU6~ '~3 1 2 WOOD ' 2'-9" .T, n~,j,~,, RAIL _ 8 _ _ _ _ _ y" ~ ~ - - ~ CARPET OPT./EXTRA iv o ~ '~r 4 o S I _ o S R ~ °~N . i J Irr ~ O 1 ~ / .-1 , ~ , ~r 9'-71/21' ~ ~ ~ ~ o~Q `~W~ j' p C~ ~ n Lf) 4 „ . , I, r,, 11 4 1/2 2 H. WALL ~j a , (STD. OPT. - - ~ ` iv 6$ ~ h ~ ~ 6 `L _ <h3 RES, rez4 N 6 2 /2° 6'-8 1/ ' OPT. 2468 ; ; 68 ~ FRONT ACCESS TO WHIRLt'OOL MOTOR AND. DOOR LOC s 1R/1S in PH m PH m PElMp REdUIRED•NEC 684 ~ - ~ RELOC. ELEC. O ~ fV ' WOOD RAIL _ ST RNDRRD 68 ~ ~ N ~6 ~1.1~~ ~ UPPER PORTION CARPET o 7'-71/2" 1'-g" Fp_ , 6„ OF THIS WALL FORMED BY TRUSSES ~ fV - BELOW ! CARPET 2x6 2x6 WALL ~ 16 -6 iv Y OPTIO m - _ 3050 ~ NAL EXTRA 3050 3050 ~ N ~ PRIV. BATH DOOR ' ' J • i» 2x6 WALL 4454 RR CHED Q r~18'-0 1/2" TOP WINDOW 3 c~ 7'-7 1/8" HI Z GH WA L - -----i=•~•~~~ ~ ON RAISED LVL ~ ~ Q 1: w m ~ ~ ~ WINDOW SEAT ' PER DETAIL ~ o r•: ' d. (V r .-1 6'-10" 6'-6" 3'-10 1/2" 3'-5 ,~30 0 ~ ca 1/2 3 4 3/4 7-2 1 2 3'-4 3/ " 4 13'-4" ~ .1 7 -4 141.01 1 3-4 a L3 1/2"x3"x1/4" ,4.. T-2 7/8" R.F.F. TO SUPPORT 'PORT z SCALE; 1/4"= " BRICK - DO NOT 1 0 CONNE NOT O CT TO HEADER. HEADER, H 0 0 N L` O O w N w o ~ r O O ~ o N N w ~ O O N Q rw H 4 ~ ~ W 0 T I COLUMB_ 6 whittieCO U.db S go W d- ' ~ ° VB36 (2l 2x6 KING (3l 2x6 HDR. pn m m STUDS (TYP.) (2) 2x6 KING 2x6 ~ 16" STUDS N ISSUE DATE: O.C. (TYP,) 0 09/30/00 r REVISIONS: U~ PDR. ISM. H N ~ ~ O m ~ 11 N O O O ~ m m N m VB36 VB36 m F O m HALL BATH ~o~ i ~ i OD i ~ i i m m i i VB36 VB36 ~uu~ N I ~ ~ VB15D F B1~S RRNGE B~$ F MRSTEI~ BATH a KITCHEN BASE CABINETS vB36 vBS6 ~F F~ O 1T-2 1/2" OPT'L SHRIVED BATH o N 3 FAMILY BOOM WALL ~ F~~RMING ELEVATION W4842 W4842 3" FILLER OPT'L LAUNDI~'Y 12 CABINETS 7 1/2 N d Q N 3•• FILLER 3 r~ d- ~ m ~ I m OPTI VAULT W/ i ~ ~ , 0 3 3 PLANT LEDGE ~ \ ' ~ , o i N ~ I TRADITIONAL ONLY i I 4 L_____ o Q ~ X6"1 W3024 ~ 12 ~ U W1242 GIRDER TRUSS - ~ w/ OPT. BRICK i OVERLAY FRAMING WALL CABINETS i PER ROOF PLAN 2._p.. 2'-p'~ 11'-p.. ~o Q 00 MASTER BATH M_(~ST_ER BEDROOM 1'-0 S/8" 6'_2.. 4'-10" CLASSIC ELEVATION Z O H 0o GAS F- ~ N `a ~ ~ i - , N W \ ~ m ~ W + m ~ H o ~ LOWER LEVEE ~ ~ o J U O Z ` ~ J .A. SEC $ION 'A' J W ~ O CRAWL Z cO ACCESS O H H m •11 .11 • .I, .11~~ .t 1~r .1, .11 • •I, • .1, .11 • .I ,~r M •.1 O .11~• .1 .I ./1~~ .11 ~ .1 .11~' .1~ • .11~. •I T f 0 l\~li W n COLUMBUSr(n ~ whittieCO_6 - U o C H ISSUE DATE E 09/30/00 = REVISIONS; H ~ 11 N O N V1 4 FLRSHING 12 O 2x4 LEDGER 7 1/2 2x6 RRFTERS OVERLAY FRRMING OPT. VAULT W/ ~ SING PLANT LEDGE 12 (2) 2x10 ~ PER ROOF PLRN N TRADITIONAL ONLY t ~ 1~2 BREAST BERM ~ \ ' 1x8 FASCIA 1x6 SUB- GIRDER TRUSS ~ \ FASCIA W~ OPT'L BRICK ~ I \ 2x4 CLG. 4 ~ ~ 12 d \ \ i 1 ` \ \ 3/8" PLY- i 00 1 - - ~ ~ WOOD 3/8" SOFFIT ~ F - ~ 00 ~ - \ \ - BD. W/ VENT ~ m s~-~~~ ~FnR~OM ~2 _ ~ TO FACE OF BEA BED MLD.'G i ~ N ~ ~ o 00 ~ ~ i ~ m i i MAST R BEDROOM l~ ~ _ O I \ ~ ~ ~ ~ m 4x4 POST ~o in m m, ~L co W 1x10 o ~.EgT RM. (V ~ r C-102 MLD.'G ~ °O o ~ m m ~ ~ li p~ ~ ~ i cD ~ ¢ ~ 1x12 BASE ARA ' \ ~ i Z o0 m ~ O H u~ --------------------------------------------------------s~ d- ~ m m ~ u~ V7 ~ - ~ c~ m U ~ POACH DETAIL ~ 0 ~ ' CRAWL N N ACCESS 1 U (V ~ J SECTION 'B' o B SCALE. 3/8"=1'-0" ~ Q Z 0 H h... H p ~r O O In FRMILY ROOM WRLL ~ N . m~ FRRMING ELEVRTION .M„eCo oQ a u H c ISSUE DRTE; ~ 09/30/00 = REVISIONS. H ~ 11 N O O N YJ 12 a ~ OVERLAY FRAMING PER ROOF PLAN 7 1/2 GIRDER T 1X8 METAL HANGER 1x6 1x8 BEDROOM #3 • ~ LINE OF FLOOR TRUSSES , RT 16" o,c. LVLS BEYOND 0 AT OPENING METAL ROOF STL. ANGLE OVER PLYW D TO SUPPORT BRICK PER PLAN (8) 16d NAILS N J 1 1 J 3" ' ! ~ LL P~a4 °D o CROWN m ~C~EILING ~ 1I ~ O ~ ~ ~ DIMENSIO 00 0 00 00 RDJ ~T D11 I.NG .~M HEI HTS PER FINR m 1x6 WINDOW SPEC. RIP TO ' ~ FIT ~ i ~ \ 0 0 O ~ z ~ ~i 0 H ~ D ii ~ i ~ i ~ CO II II NRL i ~ 1/4" FIN. PLY. DIRGO ~ ~ 2x4 ~ ENDS ~ i OVER 1/2 PL . ~ W OF BOX WINDOW i, o J W c, i U I m H (81 16d NAILS CEMENT ~ 2X6 BAS ~ 00 ~ m U (4) 16d ~ O Z NAILS ~ ~ J W ~C~ SECTION 'C' ac SCRLE, 3/8' =1'-0" Z SCALE 3/4" = 1'-0" H H Q OL W ~ I- _ coLUMt3us (n r m whittieC0_6 0 a FIBERGLAS ~ DRAINAGE 8. INSUL, BOARD ~ EXT. FND. Q WATERPROOFING MEMBRANE 0 o ISSUE DATE; = 03/31/02 BRCKFILL~ Q ~ REVISIONS; F N O ~ I N ° 11 '~'GRRV~ • 8 CONC. BLOCK ~ .1 • ° .;1 W/1 1/2" DRAINS b u O O • THRU WEEP HOLES i .MIN. . 30 .J ~,W.D. POURED 4/15/07 CONC. FTG. =z cD o w~ . , 11= 1- II - w SCALE, 3/8 1 0 ISO Z ~ - ~ H ~ ~ ? t~ ~ O ~ .1 U r 7/16 O.S,B. W/ ° J cn CLIPS ~ 24" O.C. irk ¢ z R-13 GATT ~ H 10 C INSULATION ~ o ~ 10" DIR. COLU COLUMN 1x8 FASCIA OVER pi c JOIST 1x6 SUB-FRS CIA Q 2x10 MUD SILL ALUM 8 CONC, W/ 1/2 FIBERGLASS GUTTER 1-5 ._5.. BLOCK SILL SEALER RT 0 .1/2 RT 0 .1/2" THICK O ANCHORS PER MANE, SPECS. PROVIDE 2x6 WALL 2x2 PLYWOOD R-11 BRTT RT GARAGE IF 3~/8 PLYW D INSULATION POINT LOAD ABV. 54~FFIT ~x FRIEZE NANDt~AIlS AND GUARDS TO MEET SECTIONS F=+41.811 ' IF JOISTS PARALLEL 8311 AND 8312 16"x$" TO MASONRY PROUIDE EAVE DE RIL DRYWALL WRAP ~ N ~ 2004 RESIDENi'IAL CODE OF DHID CONC. t2) 1 3/4"X11 7/8" LVL S(CRLE; 3/4"=1'-0" ALL SURFACE ~ ~ ~ ~ fV ~ FOOTING • ~ OUTRRIGGER ~ PT. L S o ORDS W/ ST'D 90 N VAPOR BARRIER CANTILEVER OVER 4 GRAVEL FRAMING OVER CORNER BEAD n BASE FOUNDATION 1" WOOD RAILING- STONE PLINTH INNSULRTION ~ 2x8 MUD RING JOISTS " STYLE MRY 0~~ VARY-SPINDLES SILL (TYP.) 10 PER CODE "I" JOISTS I I QOM SCALE; " ~ 16" O.C. 1/2 1 0 P 2x4 LADDER PANEL ~zI,O~. ® 16" O.C. W/ 2x6 BOTTOM PLATE „ SCALE; 3/4 -1-D . 2x4-16" o.c. SEE ELEVA STUD WALL TIONS II FOR SIDING SCALE, 1/2 -1 D TYPE INSULATION PER SPECS VAPOR BARRIER 0 3/4" T&G PLYWOOD II 3 4 I 1/2 SHEATHING (GLUE & NAIL) 7 3/4" ~IAX. RISK 7 RISERS ~oi1 PE P 10" ~IIN RUN ~ 7 7/16° ER CITY OF DUBLIN , R ~I TY ~ ANCHOR STRAPS II II I PER MANE, I JOISTS N SPECS, ~ 16" O.C. ~ i ~r-- SEE WATER TABLE ~ I ~ ~ cr--/y IMI.. ~ i ~I i DETAIL THIS SHEET SOLID BLO KING 9 RISERS i cr = I I X24" 0 .C, JOISTS CANTILEVEP~ PARALLEL TO WALL ~ 7 7/16" q I I FRAMING O'VER ~~cr~=~i I I FOUNDATION 1" 2x8 MUD SILL ' ~ II II ~ ~ I I ~ o0 W/ 1/2 FIBERGLASS SILL SEALER h I I m i ~ fir'=;~ E I I ~ i STONE PLINTH ~ r--f OC I I IF JOISTS PARALLEL II ~ ¢ I I r--y ~ W I I TO MASONf~Y PROVID E I II c0 = _ ' II ~ t2l 1 3/4"X;11 7/8" LVL ~ ~ ~ ~ m OUTRRIGGEFR ~ PT. LORDS REINFORCEM NT PER DETAIL ~ I 10„ IV ~ o ~ ° ~c~ - _ 2x10 MUD SILL o H 1._6.. m -------------Z,i W/1/2" FIBERGL, R-13 BRTT. INSUL. ~ °o w \ ~ ~ I II SILL SEALER VAPOR BRRRI m w o F N ER o o ND. INSUL, & II ¢ = WATERPROOFING ~ R-13 BRTT. ~ ~ o S LVL PER I I INSUL. ¢ ~ EE DETAIL PLAN I I m o c~ o T ~ TO HIS SHEET P OF COURSE 13 II ~ 4 CONC, JOIST II 7 RISERS I I SLAB OVER 4" GRAVEL BASE ~ X73/4" ~F I I 81 6 MIL V.B. 8" CONC, WEATHER LIP ~ 13 CRS. BASEMENT I I BLOCK C O i AN •,e.•,•.,~ • , , . i CHORS PER . ~ , IF 13 COURSE BRSEM MRNF, SPECS. ' 1 I~ BASEMENT PORTI ENT, CO = / ~r-=J N 8 CONC, BLOCK ON OF THE FOUNDATION 12" - \ EXTENDS 8" FURTHER BLOCK R-11 BRTT ~ BELOW GRADE. i II i _ ~ / 4 GARAGE UST FOOTING DEPTHS RND LUGGED OUT CONCRETE B ~ cr - _ TREATED = ~ INSUL. SLAB OVER 4" LOCK COURSES ACCORDINGLY, TO SUPPORT ~ ;I PLATE ~ I i ~r = _ ~i SLAB GRAVEL BASE & 6 MIL V,B. 8 RISERS II ~ ~ ~ _ ~ WEEP HOLES ®7 3/8" ii ~r==~i I I F=+4'_811 = I II ~ ~ 16" O.C, N F +4-8 \ PROVIDE UNDERS !E UNDERSTAIR PROTECTION ~r = =,1 m I ~ ~ ' F=0'-0" PER SECTION R311 ~ 3 1/2 CONC. :CTION R311.2.2 ~ c ' - ,I lp„ ~ I 16°x8" . ° , , . ; . a ~ is°x8° coNC, SLAB 2004 RESIDENTIAL. :SIDENTIAl. CODE OF OHIO r ' i CONC. FOOTING ~ ° . ~ ' CEM. COVE , , , , , , VAPOR BARRIER ~ ' ~'o i~ ~ ~ ~ I ~~r==~ FOOTING „ 16"x8" OVER 4 CONC. ; .o • , , a , , , , ' W III, f I p GRAVEL BASE FOOTING P o ~ P o i ~ ~ rO •.o: ~ 4" GRAVEL r J. ~ II 3 DIR. PERF, BASE I I PLASTIC DRAIN TILE FELT F LASHING ~ - - , J SCALE, 1/2"=1'-0" SCALE: 1/2"=1'-0" _ STRIA SECTION o SCALE; 3/4"=1'-0" D SCRLE; 1/2"=1'-0" ~J H a W cc COLUMBUS I(J-) p whittieCO_6.db r 2X4 X16" O,C. STUD CONNECT RAFTER TO WALL WITH DOUBLE STUDS WITH (2) IOd TOP PLATE, BEVEL CUT. BOX NAILS, ONE EACH SIDE ~ A 3/4" OSB OR PLYWOOD WEB (6) 8d NAILS RAFTER ~ TOP OF RAFTER STIFFENER NAILED TO I-JOIST ~ ~yy~j\ TO BE CONTINUOUSLY WEB WITH (3) 8d NAILS PER PLAN SHEATHED, (STIFFENER ON ONE SIDE OF i ISSUE DAIS CONTINUOUS 2X4 (2) 10d NAILS (61 16d BOX NAILS I-JOIST RAFTER). LEAVE A 03/31/02 PLATE, FASTEN TO ONE EA. SIDE BERM WITH (2) ~ 1" OSB x 24" (2l lOd NAILS RAFTER MINIMUM GAP OF 1/8" BETWEEN ~ REVISIONS: PER PLAN TOP OF WEB STIFFENER RND 8d NAILS d 6" O.C. I-JOIST N 16d NAILS RT 0 OSB WEB FILLER NE EACH SIDE WEB FILLER THE I-JOIST FLANGE. (80TH FLANGES) PER PLAN ° 24 ON CENTER ~ 24" LONG I-JOIST ROOF TRUSS FULL DEPTH ° 11 N I-JOIST BLOCKING RAFTER ~ PER PLAN ° 0 9" 2x8 BLOCKING 3i4" OSB (OR EQURU CEILING BOTH SIDES OF JOIST. ~ O PANEL STAGGER (AS REO'D BY DESIGN) SEE PLAN JOISTS PER PLAN I-J 1 1/2" BETWEEN GIST ROOF RAFTERS FOR NAILING ~ • ~ • D • RAFTER TRUSS RAFTER 2x6 LEDGER ATTACHED CONNECT TO DO N~ WEB FILLER PER PL WEB PAS RN TO RIDGE BERM w/(4) 16d ~ TRUSS w/(6) T DO NOT CUT ~ 4/1 Q9 PAST INSIDE BOX NAILS RT 12" O.C. FILLER 8d BOX NAILS FACE FACE OF BEARING. BIRDS MOUTH" BOTTOM LVL BERM I-JOIST RAFTER 2x6 LEDGER, ATTACHED TO ~ A RIDGE BER PER PLAN I I PER PLANS (TYP) M W/ (4) 16d BOX CUT AT WALL TOP PLATE. c~'~~~v~ CONNECT TO ROOF NAILS ~ 12 ON CENTER. WALL TRUSS WITH TRUSS ATTACH RAFTER TO TOP WALL BY OTHERS PLATE WITH SIMPSON Dse RIM BD. .~~ic~~~ RIDGE BERM (6) 8d BOX NAILS H2.5R RND ONE lOd BOX PER PLAN ~ ~ _ PER PLAN NAIL EACH SIDE. ~ (2) 2X4 BEARING SUPPORT BELOW ~T~ I~ 1 NTS 2 S1 NTS BIRDS MOUTH S1 3 NTS CUT RAFTER DETAIL 4 a ~ S1 NTS Sl REINFORCED CANTILEVER DET AIL 5 S1 I-JOIST PER PLAN (1) Sd T ' OE NAIL TO JOIST EACH SIDE AT BOTH ENDS 6" o,c, I-JOiIST HANGER PER PLAN ~1 FULL DEPTH I-JOIST BLOCKING RT EVERY 10d NAIL TO 0 1/8" gep minimu OTH WEB STIFFENER, T I-JOIST ER SPACE WHEN 1/8 GAP. MINIMUM OP CHORD OF P a 0 0 I-JOISTS LAP OR BUTT 3/4" (OSB, BOTH SIDES OF I-JOIST. ER PLAN 0 0 0 0 OVER BEARING I-JOIST. WITH (3) 8d NAILS FROM EACH FACE. 0 0 (1l 8d NAIL (DO NCJT USE lx MATERIAL) 2X4 SOURSH a 0 TO PLATE, ' EACH SIDE RT BOTH ENDS lOd TOE- BLOCKS, 1/16" 0 NAIL TALLER THA TO PLATE N I-JOIST DEPTH. Filler Block (1l 10d NAIL TO BEARING PLATE AT EACH SUPPORT WEB STIFFENER ONLY REOUIREDI SIDE OF WEB (TYPI BELOW WHERE INDICATED ON PLANS ACC WALL TOP *CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLACKS AT EACH SUPPORT AND RT 8'-0" ON CENTER. PLATE. EE (F (FILLER BLOCK TO BE PER MANUFACTURER'S SPECIFICATIONS) APR *PROVIDE 4'-O" FILLER BLOCKS RT ALL CONCENTRATED LORDS, • CE ¦FR CENTER FILLER BLOCKS ON LOAD. ' *FRSTEN FILLERS THROUGH I-JOIST WEBS USING (2) ROWS, OF BACKER BLOCK: OSB THICKNESS 8d 8d NAILS STAGGERED RT 6" ON CENTER. TO "FLUSH" OUT WE8 BY 12" LONG. CL 6 wFLi CLINCH NAILS WHEN POSSIBLE. ATTACH WTH (10) 10d NAILS, FILLER RS REOUIREO NTS S1 7 *FLOOR SHEATHING TO BE GLUED AND NAILED TO EACH I-JOIST. PER DOUBLE I-JOIST NTS DETAIL • S1 g NTS I DOUBLE I-JOIST CONNECTION 9 S1 NT; NTS HANGER DETAI 10 Sl NTS Sl 8d NAILS RT FULL DEPT _ 6 H I JOIST (1l 10d NAIL THRU ` O.C. 1" FROM EDGE , I-JOIST BLOCKING PER PLAN RIM BOARD TO EACH ' ~d FLANGE AT EVERY I-JOIST MAX. OVERHANG SAME A5 RAFTER SPACING o (2'-0'7 MAX. OSB RIM BOARD 2x2 , ° PER PLAN (MATCH 31L~ AMS DEPTH TO I-JOISTS) (2-PLY) " 8d NAILS STAGGERS c o RT 6' O.C, o (1) 16d NAIL Ig-~Y) (3) 10d NAILS THRU ; ~ ~ 2~~ AT 12" O.C. JOIST FLANGE TO (TYP) ~ . ~ 2„ 2x4 CUT o 0 TO FIT ° SILL PLATE BELOW ~ . WEB FILLER 2 ON ONE SIDE AJVD r BOTH SIDES d TOE NAIL G 1 ON THE OTHER SIDE ~ } ~ ` ` • ~ TO PLATE ABLE END 058 RIM BD. 2d PER PLAN 2" 1 ~C ~ 2.. 2x4 FILLER FASTEN RIM B RIM BOARD TO ORRD BEARING PLATE • W/(i) lOd NA W/(1) lOd NAIL 1 3/4" ' 'LADDER' S~~~ SUPPO ~ 6' O,C. (TOE Rr NAILS C. (TOE NAILED FOR BERMS UP TO 12" IN DEPTH: (2) ROWS OF 16d NAILS, STAGGER BELOW FROM EXTERIOR SID :XTERIOR SIDE) MIN. BAG, FOR BERMS OVER 12" IN DEPTH: (3) ROWS OF 16d NAILS SILL FOR BERMS OVER 18" IN DEPTH; (4) ROWS OF 16d NAILS PLATE I-JOIST ~ * RLL NAILS RRE BOX NAILS (DIR. _ .131") 11 ' NTS PER PLAN S1 NTS 12 RLL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS S1 NTS 13 Sl I-JOIST PER PLAN RIM BOARD DETAIL 14 (n NTS NTS MULTI-P N~1 S1 LY LVL DETAI 15 H NTS S1 ~ I-JOIST I-JOIST PER PLAN ' PER PLAN SIMPSON LSTR24 OSB RIM BD. STRAP, OR CONT, DBL. 2x4 EOURL SEE SECTION 14/Sl , . W . FOR CONNECTIONS. O (1) 8d TOE. NAIL 2 (3l 10d NAILS THRU x4 r~ 16 O.C. EACH SIDE OSB RIM BD. o JOIST FLANGE TO I-JOIST RAFTER SEE SECTION 14/Sl SILL PLATE BELOW SEE PLAN FOR CONNECTIONS H 2 ON ONE SIDE AND CONT. 2x6 (2x4 OPTIONAU 0 FULL DEPTH 1 ON THE OTHER STDE I-JOIST BLOCKING e 24 O.C. "LADDE " I R PANEL WALL SEE SECTION 14/S1 H FOR CONNECTIONS , MASONRY FDN WALL ~ J RIDGE BEAM SEE PLAN OSB WEB FILLER • ~ MASONR'Y FDN WALL H W EACH SIDE SIMPSON ISSU ~ i~ HANGER OR EQUAL, 16 ~ NTS 17 ~ ~H END WALL DETAIL ~ S1 NTS o S1 18 a ~ NTS CRAWL SPACE LEVEL ~ S1 19 W NTS ~ Q cni i IMRI is r n ~ N ISSUE DATE 03/31/02 ~ REVISIONS; 18'-3 7/8" E ' 31'-3 1/ " z N O 19'-6 3/4" 16" THEN 16" 5'-8" N 11 0 -0 3/4" ~ g~_~~~ , 30 0 14 HU9 I 4/15/07 m S1 UT312 HU9 (TYP.) (V (V _ L J (1) 1 4.. m /8" LV 's J 0 1'-915/16" w J co 4'IFRER A Y ~ 00 is m 4 Si " x in ~ U ~ U m 9 1/2" ~ m ~ - o z 11 ^ / IJOST w 00 = ~ FLUE { ~ o ~ ~ J 6 ' > OFFSET JOIST g Sl - o0 S . o0 o ~ ~ ~ 3 (V \ rn x ~ ~ ~ m x 11 7/8" 2 -0 LVL 21.011 ~ m LEG DOWN 2x4 WAL m FR - 2x4 WALL iv TO SUPPORT OM BE FROM BELOW ~ ~ : ~ ~ o i i N US 10 ~ - 10 _10~1 ~ g~_5'~I m I 13'-4 3/8" ~ L0~ E~ T ~ ~ I T I T 1~ 1s L ~ V R 1~ L M8 NG t Y t Y sl V ~l~ m SCALE, 1/4"-1'-III sl i (V lox s L. EA RLL BASEMENT WINDOWS REQUIRE (1) 1 3/4"x JOIST DEPTH LVL HERDER I W/3" BAG. EA. END N d- 16 THEN 16" PACK m O.C. 14 SOLID f S1 i iE 16 ~ Sa S1 13'_4.. ~ -4' ~ 10 -11 1/2 o SCR ~ ~ LE. 1/4 - 10 ~P.1BN NOT S; 1. FLOOR FRAMING DESIGN BASED ON LPI 20PLUS (1.5E) I-JOISTS BY ° LOUISIANA PACIFIC, UNLESS NOTED; 2. RLL HANGERS BY SIMPSON STRONG-TIE UNLESS NOTED (ATTACHMENTS TO BE PER MANUFACTURER'S SPECIFICATIONS). N O 3. I-JOIST ENDS TO HAVE 1 1/8" OSB O RIM BOARD. N 4. DESIGN LIVE LOAD; 40 PSF DESIGN DEAD LOAD; 1S PSF O 5. PARALLEL TO I-JOIST CONDITION TO O NAVE LADDER PANEL RT SECOND FLOOR N RND RIM BOARD AT FIRST FLOOR. .J N 6. FLOOR FARMING SHOWN HELD IN 1/2" !,l f FROM PERIMETER -SEE START POINT ~ .Q DETAIL THIS SHEET. , ~ ~ 7. LAMINATED VENEER LUMBER (LVL) BASED ~ REf REFER TO SHEET Sl FOR ON T~~E( S0~ LOWIF pc INIMUM PROPERTIES ~ ~ ~ Q TYp TYprrnl T a l L luny 1 uu151 FRAMING SUP 2POINTp c` G DETAILS RND CONNECTIONS • RLL LOADS 2BFROM ABOVE 11900 $ E 'TO 0 B PORTED W/ BLOCKING SAME LIrf1Ti nn T 0 E o ISSUE DATE; = 03/31/02 ~ REVISIONS; N ° 11 N i 30 Q.W.D. 4/15/07 INOTE~ SEE SHEET S1 FOR I-JOIST DETAILS 17 1/2" 7'-9" 14'-81/2.. 139 S1 18'-11" t~ (2l 1 3/4 x9 1/2 LVL w I I i U 4 ~W JO I ~ ' J IL I O I N O (TYP,) x O _ V d- d- I-' \ I \ ~ - ~ ch O ~ - PO Y f- N , iv ~ WA L m ~ r-I ~ N N m ~ v J - ~ 1'-9 15/16" 14 (27 1 3/4"x11 7/8" N S1 OFFSET JOISTS ~ 2 -5 U i~ o m 11 7/8" _ LOCATE JOISTS :--I ~ I I` I I I I i ~ ~ - (TYP,I z (V W „ FOR FIXTURE5 ) \ _ ~ I I I i i N ~ i ~ iii ~,I = ~ n ~ FLUE i~ b \ ~ , ~ m 14 ' ~ , ~ ~ +d IUT310 a o ~ , ~ ~ S1 1 I (TYPJ n ~ 11 7/s° ~oisTS p ET JOIST m ~ 16" O.C. ~ FLOOR FRAMING DESIGN BASED ON ~ 1 , - - - - ,-T PONY LPI 20PLUS (1.5E) I-JOISTS BY ESS NOTED. ~ ~ ~ I ~ LOUISIANA PACIFIC, UNL PONY DBL ~ ' WALL N STRONG-TIE ~ ; ; ~ ~ I I 2. ALL HANGERS BY SIMPSO - WALL _ ~ N N DBL TO BE PER - ~ ' I UNLESS NOTED (ATTACHMENTS I I ~ MRNUFRCTURER'S SPECIFICRTIONSI I I PONY I I 3. I-JOIST ENDS TO HAVE 1 1/8 OSB ~ 4'-11~?2" 4'-111/2" DBL ~ I I o RIM BOARD. WALL + a I I ~ 4. DESIGN LIVE LOAD: 40 PSF _ 16" I co LEG DOWN ~ ~ DBL N DESIGN DEAD LORD: 15 PSF TO SUPPORT 5. PARALLEL TO I-JOIST CONDITION TO - 2~~ ECOND FLOOR ~ 2 HAVE LADDER PANEL RT S BOARD AT FIRST FLOOR. - _ _ _ _ _ __j~-- RND RIM 9 1/ - - NG SHOWN HELD IN 1/2 U s. FLOOR FRAMI (2) 1 3 4x9 1/2 L L 0 T ~ ~ ~w ~W PERIMETER -SEE START POINT I FROM ~ ~ J p DETAIL THIS SHEET. ~ - - L S410 JO m (V > 7. LAMINATED VENEER LUMBER (LVLI BASED \ _ 1 2" J Jo ~ RHEA ON THE FOLLOWING MINIMUM PROPERTIES ~ cv O sI) \ J S - ~IASTE Fb(PSI) Fv(PSII E(P J ~ x cfl 2650 285 1,900,000 17 > ~-I F-- 8. RLL POINT LORDS FROM ABOVE TO BE g1 J rn x O SUPPORTED W/ BLOCKING SAME WIDTH ' d-07 ~m JOIST LAYOUT ,o A - m= ~ \ AS CALLED OUT ON FLOOR PL O AJOR POINT LORDS SHOWN BY ~ iv m ~ M - - J \ ~ ~ m ~ ~ SCRLE; 3/16"=1'-0" N r+ Z _ r, (J1 L _ i ii ~ m ~ 13 -9 1/2 v m~ ~ v jn J ~ ~ IJ.~ HU7 HU7 of o (V 4„ (1l 1 3/4"x9 1/2" 6'-10 1/2" 13'-11" 3'-4" LUL. HERDER LAYOUT SCREE; 1/4"=1'-0" W O O~ ~Z H . W l'' _ (V COLUMBUS U) whittieCO_6.db 0 a 16'-5 7/8" 15'-4 1/8" 12 9 1/2 O o ISSUE DATE: = 03/31/02 H REVISIONS 12 12 ~ 7 1/2 ° 71/2 ° 11 6 1/2 0 13'-10 1/2" 6 1/2" G TAIL O PROVIDE GIRDER TRUSS ~ ~ ~ ~ W ~ D 6 1/2" TAIL STD. ~ ~~a~N~~ ~ 4/15/07 11 1/4" TAIL w/ ~ - ~ ~V~~ f~~N~~ SEA~.fR TRUSS Ol~~~~ BRICK OPT.#1 ~ )N. ~ OAFSITE PRIOR Tfl 1N$PfGYION. ~ B~ I 1'-6 3/8" 31'-10" REAR . FRONT 15'_8" 3 1/2" ~ 8" O.H. t 12 15'-11 1/2" ~ ~ ~ I r-. i' N II I 7 1/2 ' II I F-- II I , NOTE; PROVIDE GIRDER ~ II I , TRUSS 'L' 2-PLY ;TO W II i , of 1 , NO al i i SUPPORT BRICK ABOVE. III I ~ (9 u I I , ' ~ LIMIT TRUSS DEFLECTION ' ~ TO L/600 w/ BRICK OPT. ~1 D k,.~, III K I I III I , ~ III I , III I , BRICK DL= ' - w I11 , 142 PLF ~ ~ ¢ ~ C FERE CLG ~ ~ I. ~ ' m ~ ~ I GIRDER TRUSS I I T S AR R FERE CLG ~ ' SAAR ' 12 ~ L ~ ' i ~ ~ 0 9 1/2 f, I in d' ~ ' I ' ~ I ~ . I ~ II ' 1 I I ~ I ~ ~ u " 1 6 1/2 ~ ' 10 1/16" 4~; ~ li I 1 TAIL 1 I , ' s' ~ ~ r.,. ~ I ~ I ~ 181.811 111.011 2'-4" + ~ ~I I I •f-;y 1 y 1 ~ I II ~ l . 32-0 ~ 6 RR TER 11 1/4" TAIL x,.,;~;, I ERLR I 1 I y` I ~ ~i( . 12 € NOTE: PROVIDE GIRDER 1 NOTE; PROVIDE GIRDER ' TRUSS 'E' 3-PLY w/ (3l 9 1/2 ~ ~ ; TRUSS 'H' 2-PLY TO ' SUPPORT BRICK ABOVE. 12 2x6 MIN. BOTTOM CHORD. ' N R B C PROVIDE BEARING ENHANCERS o ~ ~ C 1 ~ O 3'-4" LIMIT TRUSS DEFLECTION RT INTERIOR SUPPORT ~ a ~ TO L/600 w/ BRICK OPT. #1 9 1/2 RND BEDROOM 2 WALL .s o , BRICK DL= 334 PLF SEE DETAIL = o I O= U 6 1/2" TAIL STD. i 1 00 0[ I I I I I I I ' i 6 1/211 ~ ~ I n , 10 1/16 , 6 1/2" TAIL STD. ~ I ~ ~ r+ 1 20'-8" 1 II ~ I 11 1/4" TAIL 7 -6 ' _ _ - 2X6 @ ~ r. 2x6 AFTE 24 OVE AY w 24" O.C. ~ .1 1 ' x8 RI GE B PROVIDE GIRDER TRUSS ~ _ I - - - 12 t' I 1 12 ' I ~1 - - - - - - 9 1/2 - - - --,I t~, I I I 7 1/2 I 11 1 I , I I , I I I I - I I = ? i v'`~ 1 I ~ 1 I I 1 I , . ~ 10 1/16" ~ r~ ~ i I I , 1 lJ , , i ~ t ~ ~ ~ 1 I 1 = II ~ I I II . ~ " 141.011 ~ I - - 1 I I 2 8 RR ER ~ ~ , , ERLA = ~ ~~4,. 11 1/4" TAIL 'I I ,e . , f::::::::::::...1.:::: ...............L .I. , " ~ I I '~'z~ 8" O.H. STD. ~ ~ ' 1 GIRDER TRUSS I ~ I I 1 Z 5 r I ~ I , I I I I 11 E 1 1 ' I I I 1 1 ~ GOOF FRAMING PLAN NOTE ; I, I I I I - - ; ; 00 ~ 1. ROOF TRUSS DESIGN BASED ON m PRE-MANUFACTURED ROOF TRUSSES I I I I _ ~ ~ ~ BY OTHERS. II a - 12 .1 , I I 1 ~ GIRDER TRUSS L TO , 2. IT IS THE RESPONSIBILITY OF THE TRUSS DESIGNER TO SPECIFY/PROVIDE 4 11/16 1 1 SUPPORT BRICK ABOVE ~ i RLL TRUSS-TO-TRUSS. TRUSS-TO-GIRDER ~ ~ ~ W/ BRICK OPTION ~1 ' 6 1/2" SEE BRICK LEDGE DETAIL _ { ` i' TRUSS RND PLY-TO-PLY CONNECTIONS. II II II I I ~ , ~ Illuuuuuu111 24'-6 1/2" 14'=11 1/2" 6" " _ TAIL sHr. 1 1 - , II 3. I JOIST RAFTER DESIGN BASED ON LPI _ _ , _ _ _ _ _ _ _ y _ _ , _ _ _ " 20PLUS (1.5E1 I-JOISTS BY LOUISIANA ° 2x4 NAILER Tr=-= - - - I _ _ _ r ~ ix, PACIFIC, UNLESS NOTED. 40'-O" ' ~ GIRDER TRUSS ' ' ER TRUSS ' ' ~ I ~'r,. ~ ~ ~ 4. DESIGN LOADS M TO SUPPORT BR ~I ABOVE w/ BRIC SUPPORT BR K ~ ~ ~ A. I-JOIST RRFTERS~ 'E w/ BRIC ~ ~ 15 PSF DEAD LORD 16 3/4" OH. w/BRICK ~I # a II 25 PSF LIVE LORD OPT. #1 12 I I II ~;~;;W B. ROOF TRUSSES; II 20 PSF TOP CHORD LIVE LOAD ° 7 1/2 O II 10 PSF TOP CHORD DEAD LORD ,f7 10 PSF BOTTOM CHORD LIVE LOAD ~ 5 PSF BOTTOM CHORD DEAD LORD ~ ~ ~ 5. HOLD DOWNS . ~ II II . ~ p II 1~ 1~ ~ R. RLL ROOF TRUSSES RND RAFTERS ARE II II ~4~~' TO BE CONNECTED TO DOUBLE TOP bo II II • I I ~ x ~ EN XRNCERS.RNRIL BYRS MPSON ORMEQURL, (UNLESS Q H II II TO OTTOM CHORD NOTED OTHERWISE. H II .1 w/(3~ ROWS OF (8l B. GIRDER TRUSSES RRE TO HAVE HOLD 1, 16d NAILS ON DOWNS TO RESIST THE REQUIRED ~ J II EACH SIDE UPLIFT FORCES RS SHOWN ON TRUSS Y OPTIONAL EXTRA I 1 ~ MANUFACTURER'S DRAWINGS. (REFER TO ~ (-1, 5 " TABLE BELOW FOR RECOMMENDED W O I CONNECTORSI BRICK OPT, ~1 ' 1 i~ I I 6. LAMINATED VENEER LUMBER (LVL)BRSED ON J ~ Q ~ ii (Y) ~ - MIN 3-PLY JACK STUDS THE FOLLOWING MINIMUM PROPERTIES; W Z GIRDER TRUSS PER PLAN Fb(PSI) Fv(PSI) E(PSI) H 2650 285 1,900,000 U ~ 6 1/2" ~ TAIL s" o.H. 8" O.H. STD. GIRDER TRUSS ~"E" ~ FOLLOWINGSMIN MUMUPROPERT ES ON THE ~ ~ C BEARING DETA~ Fb(PSI) Fv(PSII E(P5I) ~ SCALE, 1-1 0 ~ 1200 175 L600,000 ~ W LL 1[1.111 111_11 111.011 21.41 ~ Q ,-J -SUSS LAYOUT U =m 40'-0" SCALE; 1/4"=1'-0" 0 _ O COLUMBUS In I whittieCO_6.db a i ~ 3/4" T&G FLOOR SHE ~ ~~U ~®~~®~T~®~ 1/2" ATHING + Y bIV,4LL SHEATHING, TYP. (NAILED AND GLUED) R~eB~F®R~~I~?~I~1T ~CG-OE®I.JLE ' 1 1/8" OSB RIM BOARD, REV. ATTACH TO MUD SI ' LL WITH JOIST 1 1/8" OS SEE STRUCTURAL NOTES THIS SHEETw lOd NAILS ~ 6 TOE-NAILED PER PLAN BRIM BOARD, FROM OUTSIDE FACE. TIGHT TO RIM BD. ATTACH TO MUD SILL WITH 1s7X 06AT REVISIONS: lOd NAILS ~ 6" TOE-NAILED 50IL EQUIVALENT FLUID PRE55URE = 4SPCF FROM OUTSIDE FACE. 3-10d NAILS PER IST FOUNDRY JOIST PER PLAN REINFORCEMENT SIZE DAMPPROOFING ABOVE ION ANCHOR WALL HEIGHT 6 SPACING, C/C MAXIMUM GRADE ) TOE-NAILED. TYP. PER SCHEDULE. 'ER PLAN (#OF COURSES) ~ # UNBALANCED TYP 8 9 #10 ail FILL HEIGHA ICAL ) DAMPPROOFING ABOVE FULL DEPTH I-JOIST BLOCKING T BLOCKING 1/19/07 T-4" GRADE ~ GRADE ®24 O.C. TIGHT TO RIM BOARD (il COURSES) 72 72 72 72 5 -7 , AND AD RIM BOARD TYPICAL JACENT JOIST. GLUE d, 8'-0" G A TO PLYWOOD SU 3T. GLUE & NAIL OOR W/6-6d (12 COURSES) 72" 72" 72" 72" 6'-3" R DE BFLOOR W/6-6d COMMON NAILS. 8'-8" FOUNDATION ANCHOR 64" 72" 72" 72" 6'-ii" WATERPROOFING, TYP. (13 COURSES) PER SCHEDULE. m „ 5" TO ~ 3-lOd NAILS PER EA. BLOCKING, 5 TO ~ TOE-NAIL "ING, m OF REINF. ED, TYP. OF REINF, (NO SOIL EQUIVALENT FLUID PRESSURE = 60PCF Z 0 0 (NO BRICK) BRICK) REINF. PER SCHEDULE REINF, PER SCHEDULE GROUT SOLID. = 0 REINFORCEMENT SIZE GR WRTERPROOFIN WALL HEIGHT Q SPACING. C/C MAXIMUM OUT SOLID. G 8 CONC. CMU o°Ow .~EOF wZv) 10 c~oF couRSes) UNBALANCED FILTER MEMBRANE E I #8 ~9 X10 #li FILL HEIGHT ~ „ / P~ 7' " 8" CONC. CMU SEE SE ~ ~ r,. 4 CTION 1 ~ / ~ ;BEN, mcnr- (ii COURSES) 2 72 72 72 5-7 MIN. GRAVEL FOR ADDITIONAL t E t t 'BENJAMIN ' Q 0 AROUND FOUND. INFORMATION ti (12 COURSES) 56" 72" 72" 72" 6'-3" INTERIOR . ~ RUS f w. ~ w 0 v 3 RUSSELL ` w= f co g,_ „ • WEEP HOLES X16" O.C. MA ~ p #E-6 8 X. t ;9F 0 `.:9#E-66937p ' . 48" S6" 72" 72" 6'-11" ' ' ° { '••~G (13 COURSES) • .0,, o , fV a ~ ' THRU-WALL ~ . , ~ \ N ~ S WEEP TUBES ` , . • ` F=0'- " „ 3/4 =1-0" +S/ Cw 0 3 1/2 CONC. ~N SLAB ti , ;10 Al- • , ; BRICK fig„..-•, CONT. 8 x16 ~ ' . ~ ' ' • : , ; VENEER ~ CONC. FOOT • . ° ~ ? ° ' ' :':a, , • ' ' ; ; ° 1 i/8" OSB RIM BOARD, rJ SOIL EQUIVALENT 2X6 SILL PLATE TO • ~ ' ATTA . , , ro 4„ G CH TO MUD SILL WITH 1- FLUID PRESSURE FOUNDATION WALL RAVEL lOd NAILS ATTACHMENT COMPACTED SOIL BASE ®6 TOE-NAILED JOIST PER PLAN PER PLAN 4" HIGH AROUND i~-0" FROM OUTSIDE FACE. 1/2" DIR. ANCHOR BOLT ~ 48" FOOTING, TYP. MIN. ra (4" EDGE DISTA O,C. S 1/2" T 45 PCF NCE AND 5 MIN. EMBED) OR CONT. 3" DTA. PLASTIC OF REINF. FULL DEPTH I- 3IMPSON MASK OR MA615 ®24" O,C. PERF. DRA (TYP. tQ BR JOIST BLOCKING TN TILE ICK) TIGHT TO RIM BOARD AND BLOCKING ® 24" O.C. TO SUMP ~ ~ GLUE 6 AD CEI 3/4 1-0' NAIL TO PLYWOOD S BFLO AND AD~IACENT JOIST. 400D S . BFLOOR W/6-6d Q ~ COMMON NAILS. 3-lOd NAILS PER 1/2 DIR. ANCHOR BOLT ~ 32 O.C. EA. BLOCKING, 'NG, so PcF (4° EDGE DISTANCE AND 5" MIN. EMBED.) 1 1/8 OSB RIM BOARD, TYPICAL TOE-NAILED, TYP. oR - ATTACH TO MUO SILL WITH GRADE 4" CMU SIMPSON MASK OR MRB15 ®16" o.C. lOd NAILS ~ 6" TOE-NAILED BRICK FROM OUTSIDE FACE. 8" CMU FOUNDATION ANCHOR - MAXIMUM MASONRY FOUNDATION WALL HEIGHT = 8'-8" VENEER MAXIMUM UNBALANCED BACKFILL HEIGHT = 6'-11" REINF. PER SCHED SEE SECTION 1 PER SCHEDULE. ULE SIMPSON MASH NOT ACCEPTABLE WITHIN DUBLIN GROUT SOLID. FOR ADDITIONAL T • NFORMATION GROUT COLLAR JOIST PER PLAN JOINT SOLID TIGHT TO RIM BD. STR r.T 1RA1 NOTE, 1. THE STRUCTURAL NOTES RRE INTENDED TO AUGMENT THE DESIGN DRAWINGS, SHOULD DISCREPENCIES OF REINF, EXIST BETWEEN THE DRAWINGS AND THE NOTES, THE STRICTEST PROVISION SHALL GOVERN, (TYP. ~ BRICK) 3-lOd NA 2, THE CONCRETE MA50t~I2Y UNIT FOUNDATION WALL DESIGN HEREWITH IS BASED ON ~ RND TWO STORY ILS PER JOIST RESIDENTIAL CQN57RLCTION WITH LORDS DISTRIBUTED ALONG FOLNDATIDN WALLS, TOE-NAILED, TYP, 3. SHOULD CONFLICTS ARISE BETWEEN SITE CONDITIONS RND ASSUMED DESIGN CONDITIONS ENGINEER ' 1/2 SHEATHING, TYP. S4(~.L BE NOTIFIED PRIOR TO PROGRESSING WITH WORK. 4n 3/4 T&G FLOOR 4. IT I9 SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLIICABLE SAFETY COOE9 AND CMU i 1/ REGULATIONS DURING ALL PHASES OF CONSTRUCTION. $ OSB RIM BOARD, (NAILED RND GLl ' T&G FLOOR SHEATHING 5, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ~ONDITION9 RELATING TO ATTACH TO MUD SILL W + EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE, FOUNDATION ANCHOR ITH LED AND GLUED) 6. THE CONTRACTOR SHALL VERIFY ALL PERTINENT DIMENSIONS WITH 7HE Al TYPICAL IOd NAILS ®6" TOE-NAI ! RCHITECTURRL DRAWINGS PER SCHEDULE. LED ~ PRIOR TO PROCEEDING WITH TFE WORK. GRADE FROM OUTSIDE FAC + 7, DESIGN BASED ON 3/4 T6G PLYWOOD 5UBFLOOR GLUED f4JD NAILED (6d m 12!' O.C. AND HEAVY DUTY E' JOIST P CONSTRUCTION ADHESIVE) STAPLES RRE NOT ACCEPTABLE iN LIEU QF NAILS. REINF. PER SCHEDULE ER ,PLAN r PER, PLAN Z TIGHT TO RIM BD, FOOTINGS 8" CMU GROUT SOLID. r TO RIM BD. L FOOTINGS TO BE CONTINUOUS 6"X16" CONCRETE FOOTING FOR 8" cMU OR as sHOwN LD SILL PL T HO ' ON DRAWINGS, R E CONCRETE SHALL HAVE A MINIMUM 26-0RY COMPRESSIVE STRENGTH of P'e=25D0 PSL (ASSUMED SEE SECTION OUT " ALLOWABLE SOIL BEARING PRESSURE OF Fb=2D00 PSF), i FOR ADDITIONAL 3-10d NAILS PE MASONRY) INFO THIN BRICK APPLIED TOE- S. MASONRY MATERIALS RMRTION NAILED, T7 LOd NAILS PER IST Q &NAILED, TYP. 0. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO REQUIREMENTS OF RCI 530.1-DS/ASCE 6-05 "SPECIFICATIONS FOR MASONRY STRUCTURES." TYPICAL B. HOLLOW RND SOLID LOAD BEARING CONCRETE MASONRY UNITS • RSTM cs0 - GRADE NORMRL• WEIGHT, MINIMUM COMPRESSIUE STRENGTH 19D0 PSI. C. CMU UNITS TO BE LAID IN RUMJING BOND PATTERN, 9I4"=1'-0" 2 MORTAR) 0. RSTM C270 TYPE 9. B. ALLOWABLE FIELD MIXES (BY VOLUME) j CEMENT-LIME: 1 PART PORTLAND CEMENT. OVER 1/4 TO !/2 PRR'T HY SAND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES OF ~ENDTI IOUS" MRTERI()LS. FOUNDATION FOUNDATION ANCHOR IL MASONRY CEMENT 1/2 PART PORTLAND CEMENT, 1 PART MASONRY CEMENT (TYPE N), WATERPROOFING, TYP. PER SAND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES OF CEMENTITIOUS 1 1/ " SCHEDUL PER SCHEDULE. 3 GROUT MATERIALS. 8 OSB RT r. M BOARD, R. aSTM C476, MINIMUM 28-oar COMPRESSIVE STRENGTH 2OD0 PsI, ATTACH TO MUD 5ILL WITH 1. ~ BLOCK Ri BEAM HERRING, PILRSTER, AND POINT LORD LOCRTIONS TO BE GROUTED SOLID OR lOd " 5" TO • BLOCK FOR 2 COURSE9 BELOW BEARING. SOLID NAILS ~ 6 TOE-NA C. CONSOLIDATE GROUT RT TIME OF PLRCEMEN7 SO AS TO FIL TLED L ALL, VOIDS AND INTERSTICES. FROM OUTSIDE FACE. OF REINF. CONSOLIDATE GROUT LIFTS OF 12" OR LESS BY MEANS OF PUDDLING OR MECHANICAL VIBRATION. CONSOLIDATE GROUT LIFTS EXCEEDING 1T BY MEANS aF MECHRNIICRL VIBRATION AND RECONSOLI JOIST PER PLAN WO BRICK) AFTER INITIAL WATER LOSS RND SETTLEMENT Hai OCCURRED. DATE REINF. PER S Zo 2EINF. PER SCHEDULE 0 Q ACCEPTABLE GROUT F,[ELO MIK; (BY VOLUME) 1 PART PORTLAND CEMENT, 1/10 PART HYDRATED HOLD 5ILL PLATE GR LIME. SAND = 2 1/4 TO 3 TIMES THE 5UM OF THE VOLUMES of THE CEMENTITIOUS MATE OUT OUT SOLID, 37ROUT SOLID. m SLUMP ?D BE BETWEEN 8" ro iD", RIRLS. 7/8" FILTER MEMBRANE 4, 57EEL REINFORCEMENT BRR ~EOUIREMENTS FULL DEPTH I- 0. RSTM 8615, A996 -GARDE 60. THIN BRICK APPLIED JOIST BLOCKING ®24 O.C. ' B. PLACE VERTICAL REINFORCEMENT BARS R9 SHOWN, BRR9 SHALL BEGIN RT TIGHT TO RIM BOARD RND ADJA 8 CONC. CMU SHOWN FROM ALL FULL HEIGHT MASONRY WALL CORNERS, THE MAXIMUM SPACING GLU CENT JOIST. 24" M + CONC. CMU TYPICAL E & NAIL TO PLYWOOD SUBFLOOR W/6-6d IN. GRAVEL BACK FILL: GRADE COMMON NAILS. AROUND FOUND, e ! L PROVIDE 24" OF FREE DRAINING GRAVEL MAYFAIR!- (WASHED M 57 STONE OR EO•) ABOVE 70P of FOOTING INTERIOR BY THE WIDTH OF THE EXCAVATION. 3-lOd NAILS PER EA. B INTERIOR R t PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MATERIAL AND BACKFILL MATERIAL A LOCKING, WEEP HOLES 3 BACKFILL 24" f~OVE TOP OF FOOTING TO FItJISiEO GRADE MAY BE ANY NATIVE 901E WHICH ROVE, TOE-NAILED, TYP. ' " ° ' WEEP' HOLES 16" O.C. DEBRIS, ORGf~J~C TOPSOIL, AND ROCKS S FREE OF • ~ ' OVER 6 IN SIZE BACKFILL SOIL TYPE SHALL YIELD c • o 'c tV WO~ALENT FLUID PRESSURE LESS THAN OR EQUAL TO THE PRESSURE USED FOR DESIGN OFTHOM FOUNDATION ANC THRU-WALL • ' ' ~ . • ' \ (V E asaNRr 5 TO HOR WEEP TU ' ~ ` ~ ' . ' ' ` F= " 4. FOUNDATION WALLS T BE =0 -011 ul 3 112" CONC. ~ J ~ 0 BE PROPERLY BRACED PRIOR TO BACKFB.LING OPERATION. BRACE PER SCHEDULE. „ S e . 0 0 IN PLACE L'NhL SUCH TIME THAT THE FRAMING ANO FLOOR DIRPFIRAGM RRE IN PLACE RND TARE~TO REMAIN OF REINF. AT 4$ 0/C , , ` ~ , ? o . , , ~ ~ WALL IS BRACED PER PLRP1 MASONRY (NO BRICK) • SLAB WOOD FRFNIING: 16 • REINF. PER SCHEDULE CONT. 8"x ' ' ' L FLOOR Jolsr M GR ~ , , ~ ~ - EMBERS TO BE ENGINEERED I-JOIST G o ~ ' ? , OUT 50LI0. CONC. FO ° ° ' OTTN ' ' W , 2. NAILS RRE BOX TYPE (0.131'DIA.) UNLESS NOTED OTHERWI ATERPROOFING 20D1 RF6PA NDS REQUIREMENTS. T~'NanED COPA~fCTI0N9 TO BE PER 8 CANC. CMU • , 0 4 ' : , . ,I, ; .o . • ' ' , e • . ~ fOUNORTION RNCI10R9o • ° • • , L MUD-SILL STRAPS INSTALL PER SCHEDULE ABOVE(STaINLES9 STEEL OR G1B5 GALVANIZED IF S ° • PRESSURE TREATED LUMBER) U ED WITH SEE SECTION 1 ~ • • , o0 4" GRAVEL 0 z ANCHOR BOLTS 1/r' DIAMETER WITH 5" FOR ADDITIONAL COMPACTED SOIL FOUNDATION WALL BENT BAR (L OR J), HEBXH EAD OR PL~AT~ H'B TO PROJECT 2 1/2" ABOVE TCP OF INFORMAT 4" HIGH AROU 1'-0" BASE E ERD ARE ACCEPTABLE (STAINLESS STEEL oR ION ND G1B5 GALVANIZED IF USED WITH PRESSURE TREATED FOOTING, TY P. MIN. F-- W CONT. 3" DIR. PLASTIC ~ ~ 3/4 =1-0 PERF. DRAIN TILE _INTH = 6 ~ OS/O6/O6 0059 FLUE LINER 2'-4" FROM INSIDE ` FACING OF EXTERIOR N REV. WALL , ' ISSUE DATE: 2'-4" FROM NS I FROM INSIDE 06/30/99 V IES FACING OF EXTE ;ING OF EXTERIOR REVISIONS: CONCRETE ; WALL CAP ' JOIST HANGERS oouaLeR rn (TYP.I O 49 . ~ a _ ONE COURSE BAND o ` ED OUT 3/4" ~ ' CORBL ~ ; , DOUBLER ~ ~ ii i ,JOISTT PLC ' . BBIJ~ . (SHOWN WlJOISTS RUNNING ' ri 0. - 1 1 ` PERPENDICULAR TO FIREPLACE SCALE; 1/4"= 1'-0" JOI5TS WALL MAY BE 2x4 FRAMED IED OR 2xc6 FRAMED SHOULDER . ` UL_ HOUSE MAY HAVE 2ND FLOOR - - - AIR SPACE 0 NOTE, k 10TE, AINTAIN 2" MIN 2x4 CRIPPLER MAINTAIN 2" N 13 x13 CLEARANCE BE EARANCE BET'WN FLUE MASONRY d W( ASONRY & WOOD (2) 2x10 HEADER OUTSIDE , . DIM.I r 2x4 FLAT FRAMING 4" BRICK 16 O.C. - 4" BRICK VENEER AS NEEDED AFTER FIREPLACE STALLED b 5O ;r, (2l 3/8"x3 1/2"x3 1/2" ~ STEEL ANGLE ~ 2x3 BLK is 1x8 BD m m c e 2x3 BLK . 24" O.C. ~ ° DAMPER e b ~ 1-2 1/4 ~J ~v - ~ 5/16"x31/2"x31/2" c'w N 4 ' ~ STEEL ANGLE m FIREBLOCK~ FLOOR LINE LAID FLAT SCALE 3/4 -1 0 ~ ~ SCALE 3/4 -1-0 5._$.. 28„ 2~_a~~ LL BRICK - OR FROM THE INSIDE d' .-i TILE HEARTH FACE OF EXTERIOR WALL SUB-FLOOR ~-----OUTSIDE Fv= OUTSIDE AIR LLL o ° ~ - i I P O ~ ~ JOISTS ~ P o ~ , z EXTEND SHEATHING 0 29•• ~ ~ 3" PAST OPENING POURED CONC SLAB u/ WALL STUD REINFORCE AS REO'D . 2'-4" SIDING B~ BRICK LEDGE TO ~ BE BE ONE BLOCK LC LOWER THAN FINIS G~ GRADE. SUB-SIDING H . N 6.. I" W H F~- 0 W ~ ~ ~ • d' ~ , C , , ~ e o, G I ~ ~ . 1' °0 . I ~ ~ P O ~ ~ P O N(~ N ~ ~ r e ~ . ~ G ~ • . ~w 0 n ~ e~ n . 40" SCALE; 3/4"=1'-0" w 42 W SCALE, 3!4°=1'-D" „ 6 -0 COLUMBUS