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07201122 Permit File
CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 6R PERMIT NO.: ~ZO/ l BY:~ FINAL INSPECTION DATE: t ~ 0-L, o t { _ O Q L Q C V V C C C C V O d c j m m m d p C rn eo w c Q = N 3 ~N c c~ c cCL c~ c~ c 0 G. = ii ii a ii w w w ~a d I 4 A ` Vie... r Q o IZX Q E \rN t a c 3 Q c t t. 00 C > d OC Q 2 C L c v C t L ` v t a r evo as c _ d m 0 0) 0) m s. C c 0 o o~ o m 02 d m o? ~ a°. 'o L o m a co U. w N U. OC a W w w U) m a c9 a N w CITY OF DUBLIN- July 2, 2008 Division of eat Undoras Frances A. Trimmer 5800 Shiet4kw Road TransOhio Residential Title Dublin, Ohio 43016-1236 3 Easton Oval, Suite 230 Phone: 6144104600 Columbus, Ohio 43219 Permit Phone: 6144104670 For 614-761-6566 automated lnvedon RE: Permit Address: 6639 Baronscourt Loop Une: 6144104680 Web Permit Number: 07-201122 Web Sire: www.dub8n.oh.as Dear Ms. Trimmer: The City of Dublin has issued a Certificate of Occupancy for the above-mentioned property. Any escrow amounts held may be released. If there are any questions, please feel free to contact me. Thank you. Sincerely, 6. J ey S. Tyler, O Director of Building Standards Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 B LIN Phone: VR DD 614/410-4670 Inspection Line: 614/410-4680 Columbus, Ohio 43219 614/418-8800 Office CONDMoNAL APPROVAL AGREEMENT 614/418-8889 Fax This agreement made and entered into by and between ~ ~(Project ManagContractor) Herein after known as the Project Manager/General Contractor, and ~ Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the mutually agree and covenant as follows: City, who l • The Project Manager/General Contractor, who is constructing a new premises at: 3 Building Permit No. 7 --has applied for a Certificate of Occupancy. 2• The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list Of items, which is attached to and is a part of the agreement, is accepted by both the Pro ject Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy Of the premises and use of the property as of the date of this agreement. 5• In return for such above Conditional Approval, the Project Manager/General Contractor a complete all items as shown by (date) o Zg p grees to . a and further agrees to release, hold harmless and indemnify the City and its agents, assigns liability, and/or responsibility that might arise as a result ofye from any and all obligation, Occupancy under a Conditional Approval Agreement. perm itting 6• In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City its agent, assigns and employees from any and all obligations and/or responsibilities related to the, completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval UDUBLINDATA PER SERVERIPER\PER\THOMEW\OFFICEIWP\DOCS\DOCIFO AGREEMENT.doc RM&CONDITIONAL OCCUPANCY Page i of 2 Updated 4-02 1 ausing the premises to be vacated; and/or the City may initiate legal action, if these ADfl1310 OFM not completed on a timely basis, and within the schedule contained in item 5 of this www showcase4}R{n The Owner/Occupant agrees that the City or its agent shall have full access to the 3 Easton Oval • ouit~31~~e 2yv4to inspect, Columbus, Olio ~9 or at it's sole and exclusive discretion cause to be made any improvement 614/418-88Q%f&ay to bring any part of the premises into compliance with this Conditional Approval 614/418-8889 Fax Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. Project Manager/General Co tractor Date Project M ger/General Con for (Signature) (Please Print) Owner/Occupant Date Owner/0- cupant ( i ture) (Please Print) Ac pied i of Dublin Date \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICMWP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENTAd c Page 2 of 2 Updated 4-02 nansOhio Residential Title May 23, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Building Permit Number: #07-201122 Loan Number: #103530-COL Lot Number: #364 Ballantrae - LEWISIKOUNS Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $6,500.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property, will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Occupancy Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the Completion of the project. Sincerely, Frances A. Trimmer Accountant TransOhio Residential Title (614) 418-8955 3 Easton Oval, Suite 230 Columbus, Ohio 43219 Telephone 614-418-8999 FAX 614-418-8950 CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 4104670 * Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE General Contractor: m rj. rgoaes Application No.: 07- ao I lc).QL Job Address:R LIJO The General Contractor is required to fumish the follo.ming.information regarding any contractor worldng at the above address prior to -issuance of a Certificate of Occupancy. All subcontractor registrations rnust=tje current through:tfie:issuafiae of a Certificate of Occupancy, including insurance ahd aN appl'. able State Ced~fio~s. TYPE VF 40 IT-RAC- DUBLIN REGISTRATION NO EXCAVATION* CONCRETE* 07 MASONRY STRUCTURAL* ELECTRICAL* PLUMBING* , HVAC* a INSULATION a ROOFING* DRYWALL SIDING SANITARY SEWER*. LANDSCAPING FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 Inspection Type(s): ZONING INSPECTION FORM Residential Land Use and Long Range Planning Commercial ? Code Enforcement Other ? 5800 Shier-Rings Road; Dublin OH 43016 CITY OF DUBLIN Rough ? Final ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680 Permit 7-- [Project Name: ~ 11 . e Project Address: rf Contact Person: Contact Phone: Approved Plans, Checklist Accessor Structure stalled per Yes No ? and Permit on Site Yes ? No ? Appr ed Plan Landscaping Installed per Encroachment of No Build, Yes El NOR Approved Plan Yes ? NoX No Disturb or Easement Area Patio / eck Inst d per Yes ? No ? Ap oved Pla Service Structures Yes ? NO K Screened per Code Si Insta d per Yes ? No ? prove Plan Zoning Approved ? Zoning Conditionally Approved (See Comments) Zoning Disapproved (See Comments) ? Date of Inspection Inspected By COMMENTS f, Zoning Inspection Form PLA-120 Date 5/1/08 CITY OF DUBLIN 5800 Du ubl liier Rings Road n, Ohio 43016 Phone: V/PDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: nme"s Company: Site: 6631 Barnn Lixo (Provide Detail Plot Plan of Lot) Lot No: 3(a4r Application No: Subdivision: & inl"rae- • DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved 9 Approved For Conditional Occupancy ? 1. Clean Curb & Gutter Q10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, See. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12_ Improper Grading LR/3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ?~4. Adjust Inlet to grade L113. Clean Street/Clean Sidewalk C~ 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.RC. 723.011) ? 6. Replace Damaged Asphalt ?14. AdjustWatch 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: 96 S /aAlisf Lo os W4- tr S t';(tGz 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: .r~ThU~i Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type (Gy10 ~Y Application # r 4011 Date S ~Z , Oy The undersigned inspectors checked your property at ~cf ~4/~Rs~Y GocJRT' for compliance with Building Code. Any violations listed below must be corrected within days. 7 04 Z& 5 131.1=h1 1W S.GU!%/I /~?A_ C_x;1t-10r7_f4,Y0L VIOLATIONS T ~,yL ,Qoyj C .h F 1 ? APPROVED ? DISAPPROVED By CONDITIONAL CITY OF DUBLIN CUSTOMER RECEIPT Batch-ID: 5/29/08 01 Receipt no: 11673 Type SvcCd Description Amount 2007 201122 BP BUILDING PERMITS Qty 1.00 $300.00 M/I HOMES Tender detail CK Ref#: 115292 $300.00 Total tendered: $300.00 Total payment: $300.00 Trans date: 5/29/08 Time: 10:14:43 THANK YOU FOR YOUR PROMPT PAYMENT MR r"'t .t^~3E'3+ .r S,F"r- i'ce' .f° r%~'?" - _ „ r.. :e^` t. .a `f *01 y u tip y f~. 1 7 1 f ~ L t'~R' '`d ~ ASK. ~ • ~ 4 Y• ! M +S + ~q - '3gy~~•`•• ~':~w. •t ~vy a.f. f'•`' ~fr~t!i'. - ;x> ` ~;'4. d+-.s"4. f,.+rwY'~')"Sa" _ _+.•~"'r-~" ~ ~wp~. l3K ~•.t~.~y~. _ ;YYy,a ~ . ,S'".,~"•S.4 ~ ~.2''z . ks~iTy'K~+ - -A 13`.. .r ~y,~ Y~It C y { j k Sn"t 4z~ 4~`^ *i:`i~. sx,•. ~ .3• sti~~H7c 3Yi~ t t~ J' ;s~ naH ~ ria`~n^'"•f.~,y" ~tr~ `~`.aN-- ~ .+-'fir u`a•.}= t~, ; ,'r~;$'"e/ ~~'S. 1 [r S t 4• _ Z - . ,.L. ~'f - ~ ` "tee. 4 `~f ,~4• r ~.~L ~ v ~ fit- `'k~~~ ~ ~t' ~y Yy ~ ,~1 ~n _'a~ Y .•,1R•~K: •~sQ.. • ~.,CX.1. y~' k. r~'Z".L * 4 o'y~•rS Z~:'X4 "F•/1,' i ~ ti . .•iy--~ "'t i' 1 `3 •~;~'i ' ~+~`ir~ir• Jt.;jY'~l . };F ~ ~ ~+~,FF ~„1'+Y ti ± : 't i:r~• a+ . t"_.~nF£' x"C ~+i .-:4:~ jf~ ~~.~t1`'.'f~ ~ fir""`. ~ a l~~ T•~z. "E. ° 't ~a~r ~ :r'. .Y a y ~ a. ~ ~ ~ : =ay wr;, a 4+~ . + tom, . ' ! . , 5w r x ' t ~c:..Y~ fig' x ~ x=, ~ ~ ?~:~l' •ati ~ a` Y > ki ~~i~,: ! r fi ~".x<~' a• •~x ~ y,~rd~°y ,f~,~ ,°~'~~t ~ EJF ..'er tr A. i 0900 L L 5 29 211' 1:044 L L 544 31: 64 39496 L Us y O Q 4 o.. Z Q o U c c c c c m ai Q 'L 'm m o e=o c= $ m o m N a V 0 2 Q1 t0 w 2 m C Q c N c ~ c y c c c c e. tm 3 c c _ d c u, u. a ii ii 'a w t- uJ U. O C V 1 O a t o i 141: - IL o 3 c c ; o c c o 0 0 0~ x °f co c "v v c~ t~ ~cmi z~ ams c c c m c y c 3 E H o m c 3 3 c m 1 o o~ 'o co o m m m LL mph o o m a~~ w wU U. ~a aw wU t9 oC iI w 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: TfCC P _,C, Company: Site: Cp.fo39 50r nsr-cue (=p (Provide Detail Plot Plan of Lot) -L Lot No: 3G4- Application No: 1-201122 Subdivision: e~; ~~c~~E"raP 7j PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved 51Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) X11, Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading W1/` 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ?,4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5r 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: ~a o vta" r Sec (e_ 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: 5/a/r)A ~Re-Inspection: 300A'pproved ? Disapproved ? Conditional Inspector: Date: (Phstob Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 5750 Chandler Court 4v E Y O Westerville, OH 43082 J E-Mail: hoyssinc@aol.com cl) to 2353-07-5 Phone (614) 895-1922 +H+ Order No. Survey Fax (614) 895-1949 C-T Construction Fax (614) 895-9549 fL 4 '4~na GI N~ti CERTIFIED TO VAN50HIO 1F511'1 COUNTY OF FVANKI,iN LENDER P.B. 102 PG. 9-7 OR./D.B. PG. REV 929-08 BUYER L~W15 SCALE 120' DATE 12-1'5-01 DRN KID CH W\ON5COUFT LOOP 501 933,ao 933,0 100.00' 6,9'--- - ' S117~WALK'j 2 ~A5FWNT 18' ~A5EMWr 939.20 31.00' 9363O 936.50 30' r31.t71, KIND 20,9' 935,50 0 936,50 MACKT01' 20. 5' _ C V.CONarr- G1?IVK ~ 'a 939,7C 22,0' 935,10 O 8.1 2 5TPY 5TU000 & 5TONE N Un/ 935.00 934'90 21,2' _ 93650 ~j v 935 90 21,2' 13,6'_ 936 50 r 936,10 BALI. ~~C, 3 PWLIN, OHIO 10, ~M~NT 939,50 939,50 30' NO MW ZONE 936.90 935+00 936.50 93350 100,00' We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for mortgage 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 purposes. wt~w THIS PROPERTY IS LOCATED IN SyP~P' ~i~ STEVEN J. «9 5 FLOOD ZONE X HUY COMMUNITY PANEL 390990 ; 7313 f PAGE 0106-610108-6 DATE 8-2-9 By r5 4~9 4VnYO 5750 L'handleT (vourt REVISION DATE & REQUEST Westerville, OH 43082 ' E-Mail: hoyssinc@aol.com V + ' Phone(614)895-1922 1 Survey Fax (614) 895-1949 4 C,ratruction Fax (614) 895-954, G I N is R NO. HOUSE STYLE KTT RO TRNF. HOMES SHOWCAS OR LOT/SUBDIVISION ~64 BAL AT.T mne1~ e>~rrlDN3 CITY OF~~I-IN . r• • - • • SCALE 1"= 20' PB.102 ? PG. 47 ? DATE 06,18.07 DRN. NY CK. CO. OF FRANKT IN FLOOD ZONE X ? COMM. PANEL 390490 PAGE 0106 / O108G ?DATE 08.02.95 ? MINIMUMS R: 25' LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH S:1/15' DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY 6 THE CITY OF DUBLIN PRIOR TO INSTALLATION." $at 6639 BARONSCOURT LOOP 50' too, INDICATES MAJOR s FLOOD ROUTE (BMC) t g V 933.40 T r. INLE I 933.9 934.00 5 ? 7 B/C WATER TAP 11' B/C o o S 04°18'03" E ? 100.00' 4 WALK e 933 7 - 34.23 934.30 s~ MANHOLE EASEMENT SLOPE- 18' EASE NT d T.C.= 933.9 31.00' 5.85% ? - SAN. SEW. TAP 16' DRIVE E.O.S = 923.70 a 936.50 - 30' BLDG. L1NE 20.67 x ~ 936.16 - • 0 M ~ ? 4.00' 42.33 8.00' M 25.00' 935.10 -J 3657,00' /:;.q ? F.F= 938.50 ? A/C UNIT 3 63 F.F= 937.60 .2 $ T.O.B.= 937 50-1 BASE= 929,33 F.F.= 939.40 ~ c 935.00 ° 29.00' ° o 21.33 $ 0 7.33 00 $ o ~ ` 21.00 ? I ,HEREBY CERTIFY THAT THE 936.50 13.33 GRADE ELEVATIONS SHOWN ON ? THIS PLOT PLAN ARE THE 3 64 RESULT OF AN "AS BUILT" SURVEY _ PERFORMED ON 10' EASEMENT 934.50 51.33' -aVETDR OR BUILDER SIGNATURE DATE rv~ --Ir- / LIMITS OF 30' NO BUILD ZONE GRADING 936.50 100.00' V, 933.50 N 04°18'03" W,/ BUILDER TO MAINTAIN *"NOTE: WATER SERVICE SIZE = 3/4"." EROSION CONTROL V NOTE : BUILDERS TO PROVIDE PLOT PLAN x TREE PROTECTION DURING ALL We hereby certify that the forogoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered DARE FOOTAGE DATA PHASES OF CONSTRUCTION. subdivision Plan, This Plot Plan is to be used by the Client for the sole S ' Q purpose of obtaining a baEdlna Dermlt. The use of the Plot Plw for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other pmgp is strictly prohibited. 00111111111111N/N `00 ~ LOT 15.000.0 WALK 336.0 ENGINEERINGCON011ANCE ~tP~ ~j0*y HOUSE 3298.0 sODOOV. 10,658.0 City of Dublin SMVEN J. APPROVED AS NOTED HEW DRNE 1304.0 LOT COV. 22.00°/D o:7-o7- Q ~2 sU 7313 APPROACH 197.0 By 365 ~ tl ~ t w `f 4z 3 9J6.3 935.5 35 B/L 30 B IL r c. 933 9 25'. 8/L w w tT t ~Lf° m r rc ew _ 0.61X TC.93.3 7 s~z m ~lD 50~ r NJ 3#.4 .f a4 TC.9.34.6 It" 11:., ' T 3 o , 33.,3 379 377 OW le2 zle 02 - A 2901 lit, 3.3 Jai 1--i"--Cll J l1r. I #arc I 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: 7, 2F11 Z2 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: BALLANTRAE SEC. 3 Lot Number: 364 Address: 6639 BARONSCOURT LOOP Approved Foundation Elevation 937.5 Feet above mean sea level. Actual Top of Foundation 937.42 Feet above mean sea level. MAIN STEVEN Professional Seal: 7313 Signature of Surveyor: 8/22/2007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. • CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date lo~]/07 Application No. Q 1 CT APPLICATION FOR ELECTRICAL PERMIT Job Address V1 .3q L 9Q140S CW /f'0* Parcel No Subdivision ~CJI(x ft ifk"e Lot No. "I G Owner Name S hbw c 6,~ i r times Telephone Y1 b _ ~ W Contractor Name !R e- o 71st' r)e ctrl "C Telephone 57~ - 9 a Contractor Address'` t I7 2SC., o''~j ^8 Dublin Registration No. Residential: t 1 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) A Total $ JOB DESCRIPTION 'y toi 'e_ This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions of said laws. 7 Signature of licensed contractor or homeowner Division of Building Standards Q Date: 1/1/2001 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201122 Date 10/16/07 Property Address . . . . . . 6639 BARONSCOURT LP Parcel Number: 274-000960 Alternate Address: BALLANTRAE 3 #364 Tenant nbr, name . . . . . . SQ FT 6870 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . M/I HOMES OF CENTRAL OHIO LLC Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . ELECTRICAL PERMIT Additional desc Permit Fee . . . . 280.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/13/08 Qty Unit Charge Per Extension BASE FEE 40.00 12.00 20.0000 RES ELECTRICAL SERVICE 240.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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.. 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 . . . . . 07-00201122 Date 10/16/07 Special Notes and Comments Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 280.00 .00 .00 280.00 Plan Check Total .00 .00 .00 .00 Grand Total 280.00 .00 .00 280.00 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) c Application No. o4 • ao 1 Date 4 O I b ffleew ? Remodel E<esidential ? 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 thecOhio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address Parcel No. Subdivision/Project Name IJA ~`/~?~1~fL C Lot No. Owner's Name ~ ko LU CAr S CC k 0M LS Telephone 91T Contractor's Name Ace__oa ri+[ Telephone 52 6_0 /,3 1 Contractor's Address -1 sq F? .3 ( S Dublin Registration Number d 7- 1 7 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? SAN ° ^ How far distant from any dwelling, well or cistern is the sewage tank? N 1A- What is the size of the main drain? q Of what materials do the vent pipes consist? 7~ Of what material does the house drain consist? *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 Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ '170' Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers j *Backflow Preventers Hot Water Heater 2 Sterilizers Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines tf Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL HOT WATEI~7K REPLA ENT F©$35.00 Division of Building Standards 'L1 - 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 . . . . . 07-00201122 Date 9/24/07 Property Address . . . . . . 6639 BARONSCOURT LP Parcel Number: 274-000960 Alternate Address: BALLANTRAE 3 #364 Tenant nbr, name . . . . . . SQ FT 6870 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I HOMES OF CENTRAL OHIO LLC Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 370.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/18/10 Qty Unit Charge Per Extension BASE FEE 50.00 32.00 10.0000 EA RES PLUMBING >1 FIXTURE 320.00 Special Notes and Comments 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. 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 . . . . . 07-00201122 Date 9/24/07 Special Notes and Comments Contact PLANNING DIVISION 410-4600 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. 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. APPLICATION FOR BUILDING PERMIT • This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERmrr NUMBER ©"t • ~O1 l Issued in Ohio Under Authority of Columbus a 0 Auditors Taxing District 274 Parcel Number 000960 0 a Address of Property 6639 BARONSCOURT LOOP c, w a 0 Subdivision BALLANTRAE Lot 364 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 DBA: Showcase Homes y Address 3 Easton Oval #240 Columbus, Ohio 43219 a Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831 a DBA: Showcase Homes Q Address 3 Easton Oval #240 Columbus, Ohio 43219 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 $395,000.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 5 Per Unit Number of Baths 4 FULL Sewage Disposal Public Garage Type Attached 4 HALF Building Height 35 Water Supply Public Number Car Garage 3 o Building Zoning Unfinished Basement 2461 VAo 0 Lot Area 15,000 o Finished Basement 0 Total % Occupied by Structure 22.00% Lower Level 0 Front Setback 31.0' 1st Floor 2461 ~5/b0 Rear Setback 51.33' W 2nd Floor 1314 13/0 Right Setback 8.0' 3rd Floor 0 Left Setback 29.0' Other 0 Lot Width at Building Line 100.0' Garage 616 to A10 Deck/Screened In Porch 0 / Zoning District PDR Gross Square Feet 6852&(69D Existing Use of Property VACANT LOT Building Area at Ground Level 3298 Living Area 3775 Flood Plain ? YES ® NO w a 7. Excavator License Number Fee Schedule c O z Plumbing License Number Initial c ,o Electric License Number Occupancy F HVAC License Number Footage Fireplace License Number Zoning c 0 U This section only to be filled out if required by Jurisdiction. Alt/Addtn, The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam q 4 State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and Gas Piping a specifications submitted here with, an d cettif that the information and statements given on this app 'cation, Otlter G drawings and specifications are to est of wledge, t. Signature of Applican 1 Q2 - Total Date Received Date Received Date. Received u Date proved 7~ Date Approved Date Approved a O 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 . . . . . 07-00201122 Date 8/09/07 Property Address . . . . . . 6639 BARONSCOURT LP Parcel Number: 274-000960 Alternate Address: BALLANTRAE 3 #364 Tenant nbr, name . . . . . . SQ FT 6870 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . M/I HOMES OF CENTRAL OHIO LLC Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 620.00 Plan Check Fee .00 Issue Date . . . . E6.ko-0'::T Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension BASE FEE 140.00 12.00 40.0000 RES BLDG PLAN REVIEW 480.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 290.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension BASE FEE 50.00 12.00 20.0000 RES HVAC 240.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 160.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension BASE FEE 40.00 12.00 10.0000 RES ELECTRICAL LOW VOLTAGE 120.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/08 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 . . . . . 07-00201122 Date 8/09/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of 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 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Other Fees . . . . . . . . . RES BLDG INSPECTION 630.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201122 Date 8/09/07 Other Fees . . . . . . . . . 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 Permit Fee Total 2740.00 .00 .00 2740.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5824.00 .00 .00 5824.00 Grand Total 8564.00 .00 .00 8564.00 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. © 7 ` ao 1 .2 2 r H _ a m d Date Reviewed -7 /-2 5 O 7 d o CL c C. Plan Reviewer's Comments & Notes Reviewed By a cEE Z d a a v a c Approved Disapproved o ~ Z N d C a. 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 Schedules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules l/ sunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing ? 1318"s. c. or 20 min. door and 5/8" gyp. Bd. Type "x" on R309 Attached Garage Fire Separation all common walls per City Ordinance 5.7 sq. ft. (24" net hgt. 20" net width) max. window still R310 Bedroom Emergency Egress ? hgt. Of 44" a. f. f. R311 Exits ? R311.4.2.1 Interior Doors Bath 2'4"x 6'8", habitable space 2 6"x 6'8"(min) R311.4.3 Landings ? Minimum 3' x 3' R311.2.2 Understair Protection 1/2' gyp. Bd. Type X" Bsmt.lhallwaylbedrooms wired to prime e/ectric.(battery R313 Smoke Detector Locations pack - upAnterconnected 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) v/ R403.1.6 Foundation anchorage ? 112" anchor bolt @ 67oc; 7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2" for wood & steell3" for masonry & concrete R502.11.4 : Floor Trusses Engineered design required at Frame Inspection 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: M/ 4~of"r%-_S Company: Site: t OcO3-I (Provide /Detail Plot Plan of Lot) Lot No: ~lD Application No: 0r1- 2d l 12.2- Subdivision: 8o_ • DO NOT MARK BELOW THIS LINE ? No 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) U11. 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: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Enaineerina Final Inspection WHITE - Site YELLOW - File E 304 rev. 12t04 PP d 7-aa 11 - ~o ~ 7l~S~o7 INTERNATIONAL ENERGY CODE COMPLIANCE ADDEND UNI DATE: 1/3/2006 FROM: C 0 R N ERSTON E EN ER GY RE: DUCT INSULATION IN UNCONDITIONED AREAS 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 insulated to R-8. Co one kc~ Chris Patterson Estimator Energy Star Rater Office: 614-351-1439 Ext. 228 Fax: 614-351-6650 Nextel: 614-554-8644 136*41*6831 Email: chris.patterson a@nstalled.net lilrl...r Fotmdat1ons4Gner9y- cen~~aer rwow the a~euWO u~ ENERGY CODE INSPECTION CHECKLIST Date: June 15, 2005 Rating No.: Building Name: Kilbourne Rating Org.: Foundations 4 Energy Owner's Name: Kilbourne 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 Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Kilboume.blg Rating Date: Building Information: Conditioned Area (sq ft): 6303 Conditioned Volume (cubic ft): 50906 Insulated Shell Area (sq ft): 10449 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: [ j 1. Attic: R30 Attc (2x4 24oc) (1796 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Main Installation Quality: P A G Face / Inset Comments/Location [ ] 2. Vaulted: R30 Vault (2x4 24oc) (426 s.f.) R-19.0 continuous insulation, R-11.0 cavity insulation. Name: Vaulted Installation Quality: P A G Face / Inset Comments/Location Above-Grade Walls: [ 1. Wall: R13 (2x4 16oc) (3122 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 1 st/2nd Fir Installation Quality: P A G Face / Inset Comments/Location REWRate - Residential Energy Analysis and Rating Software A 1.41 This information does not constitute any warranty of energy cost or savings. ®1885-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kilbourne Page 2 [ ] 2. Wall: R13 (2x4 16oc) (311 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 Comments/Location Windows and Skylights: Window-to-Wall Area Ratio: 0.21 [ ] 1. Window: U-0.36 SHG-OA3 (180 s.f., Northwest), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Front Orientation: Northwest Comments/Location [ ] 2. Window: U-0.36 SHG-0.43 (71 s.f., Southwest), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Right Orientation: Southwest on Comments/Locati [ ] 3. Window: U-0.36 SHG-0.43 (188 s.f., Southeast), U-Value: 0.360, SHGC: 0.430 For windows without labeled U-factors, describe features: Name: Rear Orientation: Southeast Comments/Location [ ] 4. Window: U-0.36 SHG-0.43 (267 s.f., Northeast), U-Value: 0.360, SHGC: 0.430 For windows without labeled U -factors, describe features: Name: Left Orientation: Northeast 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. 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: REWRate - Residential Energy Analysis and Rating Software A 1.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. ENERGY CODE INSPECTION CHECKLIST Kilbourne Page 3 Name: Bsmt Orientation: North Comments/Location Doors: [ ] 1. Door. Steel-urth w/brk (22 sf), R-Value 4A Comments/Location [ ] 2. Door: Steel-urth w/brk (19 s.f.), R-Value 4.4 Comments/Location Frame Floors: [ ] 1. Floor: R19 (2x10 16oc) (406 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 Foundation Walls: [ ] 1. Wall: R5 8B GrdeDown (1536 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 (280 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/Locati on Slab Floors: [ ] 1. Slab: Uninsulated (2222 sJ.) 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: REWRate - Residential Energy Analysis and Rating Software v11.41 This information does not constitute any warranty of energy cost or savings. ®1185-2004 Architectural Energy Corporation, Boulder, Colorado. 2004 IECC ANNUAL ENERGY COST COMPLIANCE Date: June 15, 2005 Rating No.: Building Name: Kilbourne Rating Org.: Foundations 4 Energy Owner's Name: Kilbourne Homeowner Phone No.: 614-891-4900 Property Various Raters Name: Chris Patterson Address: Various, OH Rater's No.: 06-02 Builder's Name: Showcase Weather Site: Delaware, OH Rating Type: Based On Plans File Name: Kilboume.blg Rating Date: Annual Energy Cost 2004 IECC As Designed Heating: 1728 1248 Cooling: 250 176 Water Heating: 296 252 Lights & Appliances: 507 524 Photovoltaics: 0 0 Service Charge: 102 102 Total: 2883 2301 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 23.3%. ` Design energy cost is based on the following systems: Heating: Fuel-fired air distribution, 50.0 kBtuh, 93.1 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER. Water Heating: Conventional, Gas, 0.63 EF. Window-to-Wall Area Ratio: 0.21 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 v11.41 This information does not constitute any warranty of energy cost or savings. ®1985-2004 Architectural Energy Corporation, Boulder, Colorado. U7-.2 oi1z;?- 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 3775 SQUARE FOOT @ 3 VA PER FOOT 11325 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 32325 1ST 10 KVA @ 100 % OF LOAD VALUE 10000 VA REMAINING LOAD @ 40% 22325 8930 VA 220V COOKTOP 8000 VA 220V WALL OVEN 8000 VA HEAT PUMP/AIR CONDITIONING 8800 VA TOTAL LOAD 43730 VA 43730 VA / 240 VOLTS 182.2083333 AMPS 200 AMP SERVICE 7-.2 o t l Anderson/Wikoff 360 W. Waterloo Canal Winchester Ohio, Oh 43110 Phone 614--834-1099 SIN# Qty-080896-15326 Proposal To: Showcase Homes 1st Floor, OH ROOM SUMMARY SUMMER Winter Square Latent + Sensible - Total Cool Space Name BTUH Feet BTU14 BTUH BTUH Tons C.F.M. Hearth 21,366.39 196 575.44 1,638.96 2,214.40 0.18 72 break-kit.-1 10,854.25 728 2,521.65 8,684.11 11,205.76 0.93 369 Great 7,324.71 400 1,516.10 5,517.76 7,033.86 0.59 231 dining-foyer 7,366.80 336 1,370.76 4,980.89 6,351.65 0.53 209 Den 3,075.22 169 751.28 3,022.29 3,773.56 0.31 123 Master Bed 8,487.04 288 1,327.79 5,276.20 6,604.00 0.55 216 Master bath+ 4,305.11 400 758.05 3,971.35 4,729.40 0.39 155 Totals 62,799.51 2,517 8,821.07 33,091.56 41,912.63 3.49 1,375.2 Computed results should be treated as estimates only as the weather, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. L G V -Cl 1 -GCJ ?J J 1 YJ Y 1 HI'1 HII I]Cf 5 V f IOC W I K V i i V a ----T Anderson/Wikoff 360 w. Waterloo Canal Winchester Ohio, Oh 43110 Phone 614-834-1099 Date: 12-01--2001_ S/N# QL-080896-15326 Proposal To :.Showcase homes 2ndYloor, OH ROOM SUMMARY SUMMER Winter Square Latent + Sensible = Total Cool Space Name BTUH Feet BTUH BTUH BTUH Tons C.F.M. Bonus&bath 35,415.66 665 2,450.04 8,566.90 11,016.94 0.92 357 Bed#3&bath 5,344.70 273 1,113.17 4,727.44 5,840.61 0.49 188 Bed#4&clos.& 4,331.47 273 1,113.17 4,040.93 5,154.10 0.43 166 Hed#2 3,935.33 224 1,021.06 3,759.28 4,780.35 0.40 154 Totals 49,027.16 1,435 5,697.44 21,094.55 26,792.00 2.23 864.8 Computed results should be treated as estimates only as the weather, duct & structure design may vary. Be sure and size systems based on there ability to meet both the sensible and latent heat requirements, not just the total btuh. - 4 ct -ZA 3 4 as b a U1 N 6. 935.5 35 B/L 30 L r.c.sly. 9 25'. B/L w LQA' t~ r ~r 1,4 - o s1X r 40 m 4~' r ~ CQ ..k - 34.4 2,5 , T. C.934. 6 R AA T ` 40 t Fft~ owl, 'CJ 13 J77 33.7 A 290"c als Id t6 3w ago 02 A #vsw "3~3`8 FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW PERMIT # e7 e/ SUBDIVISION NAME -QW BUILDER'S NAME PHASE # SECTION LOT # d CONTACT PERSON CURRENT ZONING TELEPHONE # PLAT RECORDED 0 NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER 0 25% EXPANSION 0 SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and'or Recesses ? Approved/NA ? Disapproved Parkland Conveyed or Park Fee Paid ? Approved/NA D Disapproved Subdivision, Section and Lot Number Shown ? Approved/NA ? Disapproved , Street Name and R/W Dimensions Shown Scale and North Arrow Shown ? Approved/NA ? Disapproved ? ApprovedNA ? Disapproved Property Line Bearings and Distances Shown ? Approved/NA D Disapproved Building Lines Shown and Dimensioned ? Approved/NA ? Disapproved All Easements Shown and Dimensioned ? Approved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned Front Setback Confirmed or per Recorded Plat (Minimum ? Approved/-NA ? Disapproved Side Yards Verified (Minimum Comb MDBS ) ? Approved/NIA ? Disapproved ? ApprovedNA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum ? ApprovedNA ? Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum Date ? Approved/NA 0 Disapproved Recorded Plat Information Verified by ? Approved/NA 0 Disapproved Building Footprint Shown and Dimensioned Building Footprint Matches Plans Submitted (Include Reverse Layout) ? Approved/NA D Disapproved ? A rovedNA ? Disapproved Bay Windows, Cantilevered Portions of Buildings Shown pp Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ? Approved/NA ? Disapproved Air Conditioning Units Shown 0 Approved/NIA ? Disapproved 0 Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned Fence, Nall or Satellite Dish Shown (Separate Permit Required) D Approved/NA ? Disapproved No Encroachments Shown ? Approved/NA ? Disapproved Driveway Shown and Dimensioned per Code Section 153.210 ? Approved/NA ? Disapproved Sidewalks Required Shown ? Approved/NA 0 Disapproved Tree Protection Required Shown ? Approved/NA ? Disapproved Street Trees Required Shown ? Approved/NA ? Disapproved Minimum Caliper 2%-Inch ? Approved/NA ? Disapproved Yard Trees Required on All Street Frontages Shown 90-Foot Frontage or Greater -Minimum 3 Yard Trees Required ? Approved/NA ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required D Approved/NA ? Disapproved Minimum Caliper 2'/2-Inch ? Approved/NA ? Disapproved ? ApprovedNA ? Disapproved Distance From Side Property Line Minimum 7 Foot ? Approved/NA D Disapproved Located Within the Minimum Front Setback ? Approved/NA D Disapproved Proposed Species Listed on Approved Street Trees List Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation 0 Approv A ? Disapproved Chimney Extends Beyond the Eave Line Ppprove A' ? Disapproved Required Material - Brick Stone Stucco ? Approv d/NA ? Disapproved Foundation Material -Two Materials Maximum V Brick Stone Decorative Block V I 'r' ? Approved/1NA 0 Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) ? Approved/NA 0 Disapproved OR Street-Facing Garage Requirements - (IF Less than 60° to the Front Property Line) Door Opening Maximum Width Sizes Any One Garage Door Opening - Maximum 18 Feet j Approved/NA ? Disapproved Combined Garage Door Openings - Maximum 26 Feet Approved/NA 0 Disapproved Any Garage Door - Maximum Height 9 Feet Approved/NA ? Disapproved Percentage of Garage Door Opening Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved Projection From Adjacent Vertical Wall Plane of the Home - Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NA ? Disapproved Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet 0 Approved/NA ? Disapproved Required Projection Between Doors - Minimum 16 Inches ? Approved/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited 0 Approved/NA 0 Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NA 0 Disapproved Garage Door Trim Color - To Match Doors or Primary House Trim Color ? Approved/NA ? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 4Approved/NA 0 Disapproved Roof Material - Life Expectancy Minimum 25-Year 0 Approved/NA ? Disapproved Metal Slate Tile Wood P Approved/NA ? Disapproved Asphalt Shingles Required to be "Tnie" Dimensional Shingles Approved/NA 0 Disapproved Minimum Weight 240 Lbs/Square C Approved/NA ? Disapproved Exposure Length - Maximum 5%-Inch 0 Approved/NA ? Disapproved Color - 0 Approved/NA 0 Disapproved Water Table - Water Table - Above Grade 24 Inches Approved/NA 0 Disapproved Water Table - On Front Elevation ppro%-ed/NA ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year ? Approved/NA ? Disapproved Three Materials Maximum per Major Facade 0 Approved/NA ? Disapproved Brick Cultured Stone Fibrous Cement Glass Block Stone Stucco Vinyl** Wood Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Corner 0 Approved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 3%-Inch Wide Corner Trim Boards 0 Approved/NA 0 Disapproved 2 Windows - Trim OR Shutters Required Approved NIA ? Disapproved Trim Minimum Width 3%-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND Approved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements Approved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Alinimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND ? Approved/NA 0 Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND 0 Approved/NA 0 Disapproved At Least One Design-Element 9 Feet Above First Floor. 0 Approved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name 0 Approved/NA 0 Disapproved BUILDING PERMIT ? Approved 0 Disapproved COMMENTS: REVIEWED BY DATE T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 GENERAL SINGLE-FAMILY STANDARDS Homesites for this development are sized from a minimum of 80' up to 100' at the building line. There are 677 homesites on 312.04 acres. A total of 242 homesites have frontage directly onto the golf course. - Front Yard Setback''' 0-0: . Varies(25'-35') See Definition Below Side'~ard, etack• 7' minimum (15 feet total) Rcar Yard Setback:25' (30' when fronting onto golf course or public open space) Rights of Way T •~r: ; "~t~"e"t~"~ ^ • See exhibit Q and Preliminary Plat Pavement Widths; See exhibit P and Preliminary Plat Eark[ng•~: n t'~,~ w . r On-street See Preliminarv Plat rds: PublicSidewalkst 'r 4' mimmum unless noted as bikepath Bike Paths 8' (sawcut if concrete) Street FTrees~,y #~w. • 25 to 50' on center (13/4" to 3" caliper) FencinOOrv, Per Code Outdoor. Storage • No prefabricated storage/outbuildings permitted Maliboae$ ys,~v a~ yr' • Standard community design required Outdoor LightAng ' K;. ; • Post light at driveway -Photocell required 7-3,k 7-,Z 1 Minimum Garage Size 2-cazminimum Maximum Height'", 1" • 35' per Code s Rood Materials n • Dimensional shingles required Architectural?Detaili g • Blank walls prohibited All windows must be trimmed on all four sides of t;q.; the structure. Brick and stone used on the front must be i repeated in some form (water tablef chimney, ts' comer wrap, etc.) on all remaining sides. Exterior Cblors?'+,, ` Natural earthtones; warm, neutral colors; white Front Yard Setbacks: Setbacks from the dedicated road rights-of-way in the subdivisions will varied from 25' to 35' in order to stagger the homesites along the streetscape to add interest and variety. When a bikepath is located in the front of the lot, the minimum front yard setback shall be 30' from the edge of the bikepath. The ARC shall be responsible for the administration of varied setbacks for Subareas B through K in accordance with the approved text. While Final Plats for Subareas B through K may indicate minimum setbacks, the ARC will examine each house plan as Dublin Golf Community Development Text 33 August 30, 2001 submitted to determine an appropriate setback that meets text requirements. Consideration shall include, but not be limited to, location along the street, the home footprint under review, its relationship to the homes already constructed (or approved for construction) adjacent to and across the street, and the relationship of its living area to surrounding homes. Side Yard Setbacks: The minimum side yard setback shall be a total of 15' with a minimum of 7' on one side. Where a side yard is adjacent to a public street, the side yard must adhere to the platted building line. No Build Zones: A No Build Zone to keep those areas free from obstructions shall cover the rear 25' of all lots within the subdivision. A No Build Zone shall cover the rear 30'of all lots abutting the golf course or public open space. A No Build Zone shall remain free of any structure, including but not limited to: drives, walks, buildings, sheds, fences, decks, pools, swings, play structures, etc. Landscaping may be permitted in No Build Zones with advance approval from the Architectural Review Committee (ARC). Nothing herein shall prohibit the installation of utility lines and structures necessary to serve the subdivision. No Build Zones will be indicated on the subdivision plat on each lot. No Disturb Zones: Areas designated as No Disturb Zones shall remain free of any structures including, but not limited to drives, walks, buildings and outbuildings, sheds, fences, pools, decks, swing sets, play structures, satellite dish antennae, basketball courts etc. The existing natural features shall not to be disturbed, removed or physically altered unless written permission is granted by the Dublin Planning Director or designee. Grading activities and the placement of utilities within said area are also prohibited except that utilities may cross at right angles or run outside and parallel to it. Drain inlets necessary to provide suitable drainage for surrounding residents may be permitted by the Dublin Planning Director or designee. Additional landscaping may be permitted in No Disturb Zones with advance approval of the Dublin Planning Director and the ARC Permitted Materials: Permitted materials for all subareas and product types include: Brick, Stone, Stucco, Wood Siding and Cementitious Siding (Nardi-Plank). Due to the size and anticipated duration of this project and the constant advances in technology, the Applicant reserves the right to present newly engineered/developed exterior materials to the Planning Commission for their approval and inclusion on the approved materials list for this project. Architecturally designed homes using all stucco on the exterior may be permitted, subject to the review of the ARC. Appropriate application methods, as well as the use of primary and/or secondary design treatments consistent with the architecture, must be incorporated into the design. Dublin Golf Community Development Text 34 August 30, 2001 Use of Vinyl: Vinyl may be used, on a limited basis, in accordance with the following standards: • A structure predominately wrapped on all sides with brick or stone, may use vinyl on hard-to-construct gable ends, eves, arches, soffits, etc. to provide for a totally maintenance-free exterior. • Vinyl may not be used on front elevations. • Usage on the three remaining sides shall be limited to a maximum of 35% of the opaque surface area of each individual side. • Vinyl shall be applied to OSB or plywood and shall have a minimum thickness of 0.044 mills. • Beaded or cedar shake, in a smooth or textured low-gloss finish are permitted. • Georgia Pacific: Somerset, Mainstreet Rigidform 160, 6.5" Beaded lap profile, or Georgia Pacific: Shadow Ridge Dutch lap, Mainstreet Rigidform 160 ship lap, Double 5" lap profile, or equivalent, are deemed to be representative of permitted vinyl product. The applicant reserves the right to present specific architecturally designed and detailed product offerings incorporating the primary use of vinyl on the exterior to the Planning Commission for their approval. Said product offering must be based upon a specific architectural style/concept, including authentic detailing, and the specific vinyl product and installation methods must be presented to the commission for their approval. Architectural Detailing • Design elements and details must be repeated throughout all faces of the structure. • Windows must be present on all four sides of the structure in a manner consistent with the treatment used on the front of the home. • Blank walls are prohibited. • All windows must be trimmed with wood on all four sides of the structures using stucco, wood siding, Hardi-Plank or vinyl on the exterior. (No wood trim is required when windows are surrounded by brick or stone). • When brick or stone are used on the front elevation of the home, it must be repeated in some form (water table, chimney, corner wrap, or similar treatment) on the remaining faces of the home. Colors: Colors shall be used to "pull together" and provide a sense of visual unification of the exterior materials. Natural earthtones or neutral colors on the warm scale that blend with the natural landscape (tans, browns, warm grays, etc.) are preferred. White is considered an acceptable neutral color. Chimneys: No "cantilevered" or "through the wall" chimneys are permitted. All chimneys must be built on an integral foundation using brick or stone on the exterior. Homes constructed Dublin Golf Community Development Text 35 August 30, 2001 using thematic architecture that require all stucco on the exterior may be permitted to use stucco as a chimney material with ARC approval. Other variations not expressly permitted must be approved by the Planning Commission. Chimney Styles Not Approved: "Through-the-Wall" Style Unapproved Materials "Cantilevered" Style Side Load Garages: All homes constructed on lots of 100' in width or greater are required to utilize a side- load garage or other approved equivalent unless there is a topographic, grading or other physical problem as determined by the ARC. Other approved equivalents shall include courtyard configurations and garages that are substantially recessed from the elevation of the home. The ARC shall be responsible for ensuring that the intent of utilizing side-load garages to minimize the visual impact of garages along the streetscape be adhered to in the approval of all proposed homes on 100 foot lots. (See Exhibit Page 35B) Permitted Garage Styles (100' Lots): .y Sideload Garage Courtyard Garage Recessed Garage Dublin Golf Community Development Text 36 August 30, 2001 Accessory Structures: Architecturally designed accessory structures attached to the main structure or garage within the building footprint and constructed of the same materials as the main structure or garage, may be permitted with ARC approval. Sidewalks and Bike tan ths: Four-foot sidewalks will be installed on both sides of the streets within the single family subdivisions (except where an eight foot bikepath is provided) to provide for pedestrian traffic. Bikepaths located in the front of homes within the subdivision may be concrete providing that the concrete is sawcut. Eight-foot wide asphalt bikepaths will be used along the major thoroughfares such as Woerner-Temple, Eiterman and Rings Road realignment. One bikepath tunnel is planned on Woerner-Temple between Avery Road and the traffic circle. Tree Preservation: While the applicant has received a formal waiver of the need to comply with the Tree Preservation Ordinance, it is our intent to use our reasonable, good-faith efforts consistent with the plan, to conserve and protect the maximum number of existing trees in the tree stands, fence rows, etc. within the project area. It is to the distinct benefit of the applicant, as well as our future homeowners and the community at large, to do so: • The applicant has incorporated existing tree stands, fence row and vegetation into the plan in a manner intended to preserve them where possible. • No Build Zones and No Disturb Zones will be established where appropriate. • Reasonable, good-faith effort, consistent with the plan, shall be made during site engineering (utility placement, roads, golf course, drainage, site grading, etc.) to avoid the unnecessary removal of trees and to protect critical root zones of trees in and adjacent to the project area. • Construction activities shall be undertaken in a manner consistent with the protection of existing trees. Protective fencing and other suitable tree protection methods will be used and maintained during the entire construction period. Construction vehicles, materials, and spoils will be prohibited within the tree preservation area or the critical root zones of protected trees. • Trees located in areas where removal will take place may be relocated (if feasible and appropriate) for use elsewhere on the site. Design Qualily: The design of the Dublin Golf Course Community will be completed such that design concepts and features will extend to the limits of the project to maximize the quality standards and expectations. Parks/Reserves: All Parks/Reserves shall be constructed, including fine grading and seeding, prior to dedication to the city and prior to occupancy of the first lot by a homeowner within the Dublin Golf Community Development Text 37 August 30, 2001 SUBAREA G Single-Family Residential r • North of Woemer-Temple at traffic circle, bordered by Holes 2, 3, 4 and 5 Acreage 42.46 acres ` t far,. • Total Units:' 94 single-family (40 golf lots) r , Open Space ReputredV 2.71 acres hlrin: Lof Wi7th (eat" ''~w ' (10,400 square feet) Average Wld'th rt Interior Lots'(Area)~ t (12,600 square feet) Average WidthF"Gol(Lots A=ea);~` , y' 1-00' 05,000 square feet) No Build Zap 25'rear yard a a cy~ l~ y~*4 _ • 30' along golf course -s;,,rtv: a, ~,t< No Disturb Zone • Lands cape;.Buffer?' -y • 50' along Dublin Maintenance Facility (by s r Dublin) h'~ • 30' along Shier-Rings Road Coniniunl -°~at • None r ProductDescH' tlon Ai x Single-family detached homes similar to Bristol ~6mmons, Coventry and Amberleigh 'Roof Pitcli: 7/12 minimum Eaterior.~NiateSt Brick; Stone; Stucco; Wood Siding; Hardi-Plank ?;E Y ' • Vinyl on limited basis in accordance with general ext standards ,O C sideload courtyard or recessed garage required ty g Gara a . entan;tt xry on lots 100-foot in width or greater unless waived by the ARC .;;ride rear or courtyard preferred on others Chimney/Flre laces•.'"l All masonry required with stone or brick F ; T `r,w • No cantilevered or through the wall chimneys permitted ARC may permit stucco chimney for all-stucco exteriors Dublin Golf Community Development Text 45 August 30, 2001 PERMIT NUMBER: CITY OF DUBLIN 0:7 -20112-2- DIVISION OF ENGINEERING CITY OF QUBGIN RESIDENTIAL BUILDING PERMIT SITE PLAN RE'VIE'W CI3ECIMIST Subdivision: Lot Number: 3 Reviewer: pp Address: Date: 61P39 0q-2 '04 ITEM DESCRIPTION YES NO N/A I Is this a revision to 4Master 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 grade shown on driveway and at the rear edge of the pedestrian path, 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path, ? 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. ? 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). ? 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end ofservice elevation for the sanitary sewer lateral. ? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewaWbike 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: I;WCO j 0 Effective Date: p$ • 02 S ? 23 Erosion control is shown, labeled and matches the approved construction drawings Z4 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: 1 REVIEW RESULTS: "APPROVED 0 DISAPPROVED i Q 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. I/17/2007 N: Engineering) 0UCY\BNGFoL019.d" 5750 Chandler Court g -4 E Y O REVISION DATE & RE QUEST Westerville, OH 43082 1 E-Mail: hoyssinc@aol.com 2 Phone (614) 895-1922 +H` I Survey Fax (614) 895-1949 CIO Construction Fax (614) 895-9549 G ORDER NO. I N FOR SHOWCASE HOMES _ HOUSE STYLE KILBOURNE LOT/SUBDIVISION 364 BALLANTRAE SECTION 3 ? CITY of DUBLIN SCALE 1" = 20' ? PB, 102 ? PG. 47 ? DATE 06.18.07 DRN. NV CK. CO. OF FRANKLIN FLOOD ZONE X COMM. PANEL 39049C ? PAGE.0106G / 0108G ? DATE 08.02.95 ? MINIMUMS R:_251 "LANDSCAPE CODE REQUIRES AT LEAST TWO 2-1/2 INCH s: ' 15'. d DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. cr~ PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY o 112- 11EkepaltAlSidewal Rjqnked THE CITY OF DUBLIN PRIOR TO INSTALLATION." CALL INSPECTION. LINE 70' SCHEDULE INSPECTION ~ 6639 BARONSCOURT LOOP 50' r INDICATES MAJOR FLOOD ROUTE • W CURB INLET (BMC) d J' tteet trees Requited 933.40 T,C.= 933.72 93X93 934.00 ALL CITY FORESTER BEFORE T B/C v RDER AND INSI4~TI4N WATER TAP ? t3- d S 04018-03" E 100.00' / 4' WALK 11 B/C o 933.70 - 934.23 934.30 MANHOLE 2' SIDEWALK / T.C.= 933. 90 EASEMENT SLOPE= 18' EASEM T 31.00' 5.850 - - - SAN. SEW. TAP I6' DRIVE E.O.S.= 923.70 Ii`;071 ~E TO SLi'AR~^TE'v"VPsER/CIVIC ASSUC!ATIU:^1 fi,:VIEVJ 30'BLDG. LINE 20.67 x x~ PI D A,Pf'f?UVr L MAY BE RFQUI"CD BY Dt.i-D APPL!CAW IS PESPCIN IDLE FOR COMI:PUAKE / ? 936.16 1tii T N ALL APPLICABLE RESTRICTIVE GONVENA' fS trj V i!D C.=EU RESTR!CT10 S REQUIRED BY TI iLE. 0 42.33 `O 4.00' 8.00' 25.00' 93 5.1 t AN MN1 *0 *ft F fAj 111 MKIO R.Q.W. ? CALL KMNMG DIVISION 365-~~°o. ? F.F.=938.50/ 7.00' F.F.= 937.60 363 ? t ° 0,./ T.O.B.= 937.50/ A/C UNIT ~ BASE= 929.33/ ° F.F.= 939.40 935.00 29.00' ~ 21.33 7.33 O 00 o u 20NINO COMPLIANCE ? o 21.00 1-4 Ili ~ I HEREBY CERTIFY THAT THE APPROVED AS NOTED .00 r' 13.33 d CITY OF DUBLIN, OHIO ? 936.50 GRADE ELEVATIONS SHOWN ON -/,o -7 VC- 3 64 THIS PLOT PLAN ARE THE RESULT OF AN "AS BUILT" SURVEY PERFORMED ON 10' EASEMENT - 934.50 51.33' SURVEYOR OR BUILDER SIGNATURE DATE LIMITS OF 30' NO BUILD ZONE GRADING 936.50 ? 100.00' %Y 933.50 ? N 04°18'03" W ? qft" heteetion Fencing WT BE INSTALLED ti's ED BUILDER TO MAINTAIN ? NOTE: WATER SERVICE SIZE = 3/4"." ? CAL PL~ANN START 0W NG DIVISION `f uHJiNSPECTl6 EROSION CONTROL NOTE : BUILDERS TO PROVIDE PLOT PLAN TREE PROTECTION DURING ALL We hereby certify that the foregoing PLOT PLAN was prepared 1' om information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA PHASES OF CONSTRUCTION. 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 FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited. ulo~l/,go LOT 15 000.0 WALK 336.0 ENMEERINI GCONIPIIANCE HOUSE 3298.0 SOD COV. 10,658.0 City of Dublin s STEVEN . APPROVED AS NOTED i - J _ HOY DRIVE 1304.0 LOTCOV. 22.00% pp Q y`t. , Q' / 7313 APPROACH 197.0 B VE Y KILBOURNE N m REV. ww7a+ ~ ~ unrxW >Er?P aazv~ rora moo a~mx ~nfl Acna = ISSUE DATE: 0 LOQ9T1rAl Sil fT. ~ ND~DOM ~ MID!!I hEAilf VDJf. VfM. F-I = 3/31/02 REVISIONS: RLL BATHROOM EXHAUST FANS TO VENT TO THE OUTSIDE STRUCTURAL MEMBERS RRE CALCULATED oAONG ~oor1 1x753 sa Fl'. 2 3060 ND 13,5s So. FT. 2742 sa Fl'. 13,40 sa. 3o.s3as 3T G67 sa s.7o So. FT, 13.74 sa FT. ~ T. ~ ON THE FOLLOWING DESIGN CRITERIA ALL CLOTHES DRYER EXHAUSTS TO VENT TO THE OUTSIDE. 1, 40 P.S.F. LIVE LORD IN RLL LIVING RRERS rrTCNeN/ea~sr. + so. Fr. 5 Soso No 135s sa Fr, s7.eo sa Fr. 34.83 S0. FT. 30.9375' 32" 687 54 FT. 17,42 54 FT. 5p. FT. N T. N q- MANUFACTURER SPECIFICATIONS RND MODEL TYPE GOVERN 2, 10 P.S.F, DEAD LORD IN ALL LNING AREAS ~ THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS 3, R. RAFTERS: 25 PSF LNE LORD. 15 PSF DEAD LORD Nam Roos 15zoo ~ + Soso No 13,ss so 54z4 sa 1us so. Fr. 3o.937s 32• G87 sCi Fr. s.oe 5a Fi. 27.48 so. ~ 0 O TO BE SUBMITTED WITH PERMIT SET, IF MANUFACTURER IS B. ROOF TRUSSES: 20 PSF TOP CHORD LIVE O NOT KNOWN. 25'-0" MAXIMUM RUN WITH R S-D" DEDUCT FOR 10 PSF TOP CHORD DEAD LORD GREAT + 304D NO e.+~ so, 30.9375• za' N/R U EACH 90 DEGREE ELBOW. CONTRACTOR TO VERIFY INSTALLATION 10 PSF BOTTOM CHORD LIVE LORD LOCATION PRIOR TO INSTALL 5 PSF BOTTOM CHORD DEAD LORD ~T Aoorl 311.00 sa. + Aso ~ tass ~.1z 24.88 50. ~r. 30.8375• 37' ss7 Sa 5a 27,48 sa. T. 364 THE PROVISIONS OF THE NATIONAL ELECTRIC CODE DIMENSIONAL LUMBER JOISTS WITH R DEPTH TO WIDTH ~ z 20x0 No s2z so. FT. 16.937x' 3r' 4z sa NFPR 70. SHALL GOVERN THE INSTRLLRTION. TESTING, RATIO EOURL TO OR GREATER THAN 6 TO 1 (NOMINALLY) p~ 17917 so. FT. 1 306D ND 1356 60 FT. 30A0 Sa Ff. 14.33 so.FT. 309375" 32" Sb7 Sa FT. 717 54 FT. 14.m ~ FT. RND OPERATION OF THE ELECTRICAL SYSTEMS, SHALL HAVE BRIDGING INSTALLED BETWEEN JOISTS. B. T. PROVIDE SMOKE 6 CARBON MONOXIDE DETECTORS INTERCONNECTED (i.e. 2X12 JOISTS bR TALLER). ~Ar1 305.42 5 3050 Dp 11m ss,os ~ 24,43 ~ ~ iz~ ~ Fl., 2855 ~ 7/3/07 WITH 110V. RC. RND BATTERY BACKUP RLL FOOTINGS TO EXTEND BELOW FROST LINE. ns~, gRh{ 13p,5+ i 4040 YES 1L55 30. Ff. iL55 50. FT. 10.44 SQ FT. 20.+• +3" 575 50. FT. 5T2 54 Fr. 5.75 S0. Fr. T. INSULATION EXPOSED TO ATTIC. CRAWL SPACE OF DWELLING UNIT SHALL HAVE MAX 32° MINIMUM FROM GRADE TYPICAL U.N.O. FLAME SPREAD RATING OF 25 RND MAX. SMOKE DEVELOPMENT FACTOR OF 450. PER 34' MINIMUM FROM GARDE RT UNIDN COUNTY, BDRPI ~z 2 2050 ND 6.68 5a FT, 18,9375" 26.5625" 3.49 Sa F7. 36" MINIMUM FROM GRADE RT DUBLIN RND DELAWARE JURISDICTIONS. CODE 5ECTION 316 eoRn. ,z 1ar.7s sa Fr. 1 Soso NO 1w1 sn FT, 24,37 30, FT. 15.82 30. FT. 3D9375" 265625' S71 Sa 791 54 12E9 so. FT. T. Tr 7 ENCLOSED, INSULATED RAFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILATION WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUST) OR VAPOR BARRIER. EXPOSURE C, eow1.3 15026 SO FT. 2 Soso NO 1L01 50. FT. 22A2 S0. FT. 1202 50. Fr. 309375• 26.5625• 5.71 Sa Fr. 6A1 S0. FT. 1L4z sd FT. ~ GROUND SNOW LORD 20 PSF. fioRn. K 1x922 sa Fr. 1 3650 ND 13,80 50. 13.9D 60. FT. 1354 50, FT. 28.9375' 26.5625' 718 S0. FT. &77 50. FT. 718 sn FT. 7T. T. RRC-ERUCT CIRCUIT INTERRUPTER SHALL PROTECT RLL BRANCH CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (B) SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE. Roon 1 3' ~ ~ ~ ~ wR - RLL ELECTRICAL OUTLETS, WITHIN 6'-0" OF SINK5, IN GRRRGE OR CONCRETE DRIVEWAYS. CURBS. WALKS. PATIOS, AND RNY Boon ~ 2 zeW ~ ~ 20' 3.74 sa FT. BASEMENT & ON THE EXTERIOR SHALL BE GFCI PROTECTED PER OTHER EXTERIOR FLAT WORK. INCLUDING THE GRRRGE SLAB ~ aorus AooN 511.43 S4 FT. z Soso NO 11.Oi 5a Fr. 46.7 So. FT. 4091 So. FT. 30.9375' 26Sfi2;i" 5.71 sa FT. 2Q46 Sa 18.90 5a ~r. T. NEC SECTION 210.8 SHALL BE 3500 PSI RIR ENTRAINED. . MINIMUM 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED, SOLELY BASEMENT RND RLL INTERIOR CONCRETE SLABS SHALL BE * FOR CODE COMPLIANCE PROVIDE BONUS ROOM TO SUPPLY LAUNDRY RECEPTACLES. PER NEC 210.11(c)(2l 2500 PSI RIR ENTRAINED WITH R VAPOR BARRIER LAPPED WITH 6" VENT TO FURNACE THAT PROVIDES R MINIMUM OF 6" RT RLL EDGES. RIR CHANGE EVERY 30 MIN. RLL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE STEEL BERMS RRE DESIGNED BASED ON RSTM-8992 (50 KSI) RNY WINDOW WITHIN 2'-0" OF R DOOR ,RLL SIDELITES & SHOWER DOORS TO BE TEMPERED PER CODE SECTION 308.0 MASONRY Q CONCRETE FOUNDATION WALLS SHALL BE WATERPROOFED BY APPLYING RN ABOVE GARDE DAMP PROOFING PRODUCT Q Q ATTIC ACCESS SHALL BE FARMED NO LESS THAN 22 INCHES BY 30 INCHES RND BY APPLYING A BITUMINUOUS WATER PROOFING PRODUCT ~ HAVING R CLEAR HEIGHT OF OVER 30 INCHES. WITH R PROTECTIVE INSULATION BOARD BELOW GARDE. ATTIC ILLUMINATION SHALL BE PROVIDED RND SWITCHED RT THE POINT R PROPER DRAINAGE SYSTEM SHALL ALSO BE INSTALLED. OF ATTIC ENTRANCE THE GARDE AWRY FROM FOUNDATION WALLS SHALL FALL R MINIMUM OF 6 IN~FiES WITHIN SO FEET, OMEN GUARDRAILS SHALL HAVE A HEIGHT OF 36 INCHES RT RLL STAIRS RT RLL RAISED SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR RND ROOF TRUSS RND RAFTER ANCHORAGE SHALL BE PROVIDED RT SPINDLES SHALL BE POSITIONED RS TO NOT ALLOW PASSAGE OF R 4" SPHERE AI_L ROOF MEMBERS. MINIMUM H2.5A BY SIMPSON STRONG-TIE. HRNDRRILS HAVE MINIMUM AND MAXIMUM HEIGHTS OF 34 AND 36 SEE ROOF FRAMING FOR ADDITIONAL INFORMATION INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TREAD. RN ICE BARRIER SHALL BE PLACED FROM THE ERVE EDGE TO HRNDRRILS SHALL HAVE R 5PRCE NOT LESS THEN 1 1/2 INCHE5 R MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WALL. BETWEEN THE WALL AND THE HANDRAIL THE HRNDGRIP PORTION fICE BARRIER SHALL BE TWO LAYERS OF UNDERLRYMENT CEMENTED SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEETI. OR AN APPROPRIATE SHAPE WHICH SHALL PROVIDE RN EQUIVALENT GRIPPING SURFACE. ROOF SLOPES FROM 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LAYERS OF PROVIDE PRSSNE RADON MITIGATION SYSTEM (DUBLIN RND CANAL WINCHESTER UNDERLRYMENT SHALL BE INSTALLED PER SECTION 8905.2.7 OF THE JURISDICTIONS ONLY) 2006 RCO.(USE OF SINGLE LAYER OF 30 LB FELT UNDERLRYMENT IS EQUIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBSTITUTION THE GRRRGE RND RESIDENCE SHALL BE SEPRRRTED BY R MINIMUM TS RLLOWEp.) 1/T GYPSUM BORRO STANDARD. ALL CEILINGS TO RECEIVE R WATER BASED TEXTURE MATERIAL SHALL HAVE 5/8" GYPSUM BOARD APPLIED. RLL CONNECTIONS TO BE PER THE 2006 RESIDENTIAL CODE OF OHIO. IF HABITABLE SPACE IS LOCATED ABOVE GRRRGE, 5/8" TYPE X GYPSUM UNLESS NOTED OTHERWISE. BOARD IS REQUIRED RT GRRRGE CEILING. WITH/2" FIRE-X DRYWRLLCE UNDER STAIRS SHALL BE PROTECTED VENTILATION RLL HABITABLE ROOMS SHALL BE PROVIDED OPENINGS SEPARATING GRRRGE RND RESIDENCE SHALL BE SEPRRRTED WITH AGGREGATE GLAZING AREA OF NOT LESS WITH 20 MIN. RATED FIRE DOORS. THAN 8 PERCENT OF THE FLOOR RRER OF SUCH ROOMS. ONE HALF OF THE REQUIRED i FIRESTOPPING SHALL BE PROVIDED TO CUT OFF RLL CONCEALED RRER OF GLAZING SHALL BE OPENRBLE. DRAFT OPENINGS (BOTH VERTICAL RND HORIZONTRU RND CRAWL SPACE VENTILATION SHALL BE POVTDED TO FORM RN EFFECTIVE BARRIER BETWEEN STORIES, AND BY MECHANICAL VENTILATION AT R RATE OF BETWEEN R TOP STORY RND THE ROOF SPACE ~ lA CFM, FOR EACH 50 SQUARE FEET. THE PORTION OF A MASONRY CHIMNEY LOCATED ATTIC VENTILATION SHALL BE 1 TO 300 THE IN THE INTERIOR OF THE BUILDING OR WITHIN THE SQUARE AREA OF THE RTTTC SPACE. PROVIDING EXTERIOR WALL OF THE BUILDING SHALL HAVE GENERAL NOTES. THAT VENTILATORS RRE ENSTALLED IN THE UPPER R MINIMUM RIR SPACE CLEARANCE TO COMBUSTIBLES PORTION OF THE SPACE. 'PER OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY OUTSIDE 1. GENERAL STRUCTURAL RND RRCHITECTURRL NOTE5 RRE INTENDED TO AUGMENT THE THE EXTERIOR WALLS OF THE BUILDING, INCLUDING ATTIC VENT. CALCLLATION CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE DRAWINGS RND .SPECIFICATIONS, SHOULD SHALL HAVE R MINIMUM RIR SPACE OF 1 INCH. CONFLICTS EXIST BETWEEN THE GENERAL HOUSE ATTIC S0. FT. 2942.71 STRUCTURAL OR RRCHITECTURRL NOTES AND CHIMNEYS SHALL EXTEND RT LEAST 2 FEET HIGHER THE DRAWINGS. THE STRICTEST PROVISION AVERAGE SD. FT. SOFFIT THAN RNY PORTION OF THE BUILDING WITHIN 10 FEET. SHALL GOVERN. VENT PER LINEAR FOOT .067 S0. FT. BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT 2, GOVERNING CODE: OF SOFFIT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. STRICTEST PROVISIONS A5 SET FORTH BY. ~fEENE3EViE1~l~t3~+A~t~ S0. FT. OF ATTIC SPACE x .0034(1/3D0) = REQUIRED ATTIC VENT. VENT. CHIMNEY TO TERMINATE WITH 5PARK ARRESTOR/CHIMNEY CRP. 2006 RESIDENTIAL CODE OF OHIO 2942,71 ,0034 10.01 ~OOBI:Ot~9'HC LTNERR FT. OF SOFFIT x .067(SOFFIT/FT.) = TOTAL VENT. 50. FT. FT. ~~'4'Iq~, ~ 3205 x .067 - 2L47 LTNERR FT. OF RIDGE VENT x .125(RIDGE VENT/FT.) = TOTAL VENT S0. 70 _ FT. x .125 8.75 VENT. 50. FT. ~1ASONRY(BRICK/STUCCO) VENEER MASONRY VfNEER SHALL BE ATTACHED TO THE SUPPORTING WALL WITH CORROSION-RESISTANT METAL TIES VENEER TIES SHALL BE SHEET METAL TIES NOT LESS THAN NO. 22 U.S. GAUGE BY 7/8", CORRUGATED. ` EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCHES ON CENTER HORTZONTRLLY RND VERTICALLY RND SHALL O SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WRLI RRER. THERE SHALL BE R MINIMUM OF 1" CLERK SPACE BEHIND VENEER. S MUST BE ON APPROVED PLAN MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER ALL INSPECTIONS. rno SITE FOR THAN THE DEAD LORD OF THE VENEER ABOVE. VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS AS SPECIFIED ON PLANS. LENGTH OF BEARING SNRLL BE NOT LESS THAN 4 INCHES. J O MASONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHRLI HAVE R MOVEMENT JOINT SEPARATING THE VENEER SUPPORTED ON THE WOOD OR COLD FORMED STEEL AND VENEER SUPPORTED BY HOT ROLLED STEEL OR THE FOUNDATION. TYVEK HOUSE WARP SHALL BE IN5TRLLED OVER EXTERIOR SHEATHING IN RCCORDRNCE WITH MRNUFRCTURER'S SPECIFICATIONS. W FLASHING SHALL BE INSTALLED PER SECTION 703.7.5 RND 703.8 OF THE O 2006 RESIDENTIAL CODE OF OHIO RND THE 2003 INTERNATIONAL RESIDENTIAL CODE. O L WEEP HOLES WITH BRICK VENEER SHALL BE IN5TRLLED PER SECTION 703.7.6 OF THE 2006 RE5IDENTIRL CODE OF OHIO RND THE 2003 INTERNATIONAL RESIDENTIAL CODE. (IF STUCCO VENEER, SECTION 703.6.2.1 GOVERNS). W W • COLUMBU; COLUMBUS PROVIDE 6" GUTTERS m REV. AND DOWNSPOUTS ~ ALL EAVES (TYP.) z o ISSUE DATE: = 3/31/02 12 PROVIDE 6" GUTTERS ~ REVISIONS: 1x8 FASCIA 15' CONT. RIDGE VENT 12 AND DOWNSPOUTS E 9 1x6 FRIEZE lx RLL EAVES (TYP.) cv lx WD TRIM 9 °o N q- C CD O CORNER N W/ SILL BOARDS v N 0 10' C.R.V, - fV 364 1x8 ASCIA 1xS ~ C.R.V. 1x8 FASCIA 1x6 RIEZE CORNER o 1x6 FRIEZE 1x6 WD. BOARDS ~ TRIM B.T. _ 1x8 7/3/07 - - - - - - - - - - - CORN - - - - - - - - - - STUCCO BOAR D/S - N ~ O ~ ~ D/s ~ ~ / o ~ srucco T-r 7 ?O??O??O ???O ~ o/s D/S 000000 ???O O00?00?? ???O COLOR OF DOORS d TRIM SCALE 1/8"=1'-O" TO BE SIMILAR TO MAIN SCALE 1/8"=1'-O" HOUSE GARAGE DOORS ARE TO BE STEEL BRIBED PANEL B B B E~ B Q 12 4 HAT VENTS 10 1x8 FASCIA 1x6 FRIEZE 1x8 FASCIA 1x6 ERIE D/S STUCC N 0 0 STUCCO ~ 5' CONT. RIDGE VENT - - - - - - - - - - - 1x8 1x8 _ CORNER CORNER BOARDS ' CONT. RIDGE VENT - BOARDS 5 fV ~ ~ D/S o ~ ~ cv D ~ ~ OH iN ~ DS CERTAIN TEED LANDMARK 30 YEAR - - DIMENSIONAL ASPHALT SHINGLE 12 245 LBS. PER SOURRE MAX. EXPOSURE NOT TO EXCEED 5 5/8" 10 COLOR = WERTHERWOOD SCALE 1/8"=1'-0" Y OPTIONAL EXTRA 1/2 RD fGREATRMI 12" w P VIDE WEATHERGUARD ON UBLE VALLEY 1x FILL 'ROVIDE 6" GUTTERS 12 1x8 aND DOWNSPOUTS D/S FASCIA rol aLL EAVES (TYP.} 10 N 3 CROWN ~ 1x6 o BED MOULD 8 FASCIA 1x8 lx FRIEZE O W/ IM PER _ ix BUILT UP SHINGLES ERVE TAIL SCALE: 3/4"=1'-0" STUCCO 1x2 SHINGLE MLD. ~ z 12" - STD. ~ 0 j 16" - BRICK i ~ ~ 1x8 SOFFIT 9' C SSHER D FASCIA RAKE > TOWN W J 0 RL - QTR. ROUND i~ W D/S o . '..>STUCCO ~ 1x FILL ~ W p 1x6 c~ BED MOULD I O 0 1x6 ~ rv i - - - - - - ~ CE D - - - SCALE; 3/4"=1'-0" , O O O O O O O O O O O z co i CE BUILT UP WOOD ~ Co w `0 COLUMNS = o SCALE 1/4"=1'-0" COLUMBI COLUMBUS r-------------------------------------------, AT N REINFORCEMENT 21'-011 FOUND IO ~ , NN ' PER ATTACHED DETAIL SHEET ; r_____ ____________________________i I C REV. I I I I I r___________________________________________________________ ~ I 1 I ~ o ISSUE DATE: , , I 1 I I , , ' I 1 I I F-1 = 3/31/02 REVISIONS: , , I I 1 r_____________________________ ______i I \ I I - I I 1 I I I C , , I i ~ I 1 I I N N CRS, 13 ~ ~ FOOTING AND COURSE HEIGHTS ~ ~ ~ ~ N ' ~ I ~ HAVE BEEN ADJUSTED ~ ~ ~ ~ °o I , O O , , I I I I I I N . o ~ p o ~ I CRS. 13 ~ QQ N I , , I I , I 1 I I I I Q I I - I I N I I , , 1 I N ~ e-I I I d' I I , , I I ~ I I I I I 364 I I I I ~ I I ~ i 1 11 ; ; 131_411 ; ; 61'_411 ; ; 21'_0 ~ ~ W O 74 , I I I I I I I 1 (V B. T. I I I I I I I I e-I I I I I I I I I I r I I I I I I 7/3/07 1 I - I I I 1 1 I I \\0, ~ ~ I I I I I I , , I , , I I I I Q,, , 1 , , I I I I , , I I I r ~ W8x 0 6 L. I 1x12'- " _ W8x48x20'-2" L. _ _ I I ' STEEL B AM STEEL BERM 1 1 ~ ~ 1 ~ ~ I I orm T 1 I I\ ' PILA TER PILASTER 1 I CRS. 12 CRS. 12 ~ I \ , I I I ~ 1 I I 00 ELEC. SERV. PANEL OP LOCATION MAY VARY 3 1/2" CONC. SLAB OVER ' (V ; ~ VAPOR BARRIER AND _ _ ~ I I 4 GRAVEL BASE ~ _ I I, I I I I I ~ ~ ~ ~ , _ ~ ~ ~ ~ in - r CRS. 13 , fV Ni ' ~ N I I a _ a I I , I I \ , , , I I .I I I I. I I \ 3 1/2" O.D. ADJ. STL. 3 1/2" O.D. ADJ. STL. 4" O.D. STL. COL. ; I I I 44"x44"x14" POURED COL. (SCHED. 40) ON (SCHED. 40) ON I _ I I 1 Its I COL. (SCHED. 40) ON 40"x40"x14" POURED 52"x52"x18" POURED 1 . ~ I ~ I I 1 10 1 N 00 CONC. FTG. CONC. FTG. CONC. FTG. I ' i fV I I I ~ ~ I I I I 101.111 16'-0" 1 '-6" 19'-5" I, r - - - - r - - - - - BEAM SPLICE LOC. I I ; ; PILASTER I I I SEE DETAIL ON DE IL I I ~ ' ' I CRS. 12 I i W8x15x27'-8" L. _ _ I _ I SHEET I I W8x18x34'-6" L. I - 0o I _ I I I I ~ I _ _ _ _ I ~ o O ~ - I I STEEL BERM I I - I I STEEL BEAM ~ iv N In , I I I I I I I ~ ~ I I I I ' U') I I J i-O I I I I I I ~ - - - - - - - - J I I~ ice, , r ~ - I 1 \ , , , 1 9 I I N ~ 00 ~i i c-.=- ~ ~ I I\ I W I \ I I - n r I T ~ ~ , , I OP i (V (V N I I ~ Fp I I I I I i i 0 l (V _ ~ mi ; ~ II I I I P R. ~ , , ~ 0 00 \ , ; ~ p II I I I I r------, , iii ~ ~ ~i i it I l f I r- I 1 I I I I ~ II I I I I I I I 1 1. I cv I u _ ~ _I_ _ I ~ I W8x13x42-2 L. ' _ - - - I I I STEEL BERM I I I I I I I ` - - 11'-11" I I 19'-5" ~ ~ - O = . I I OI o I I 111_011 I , ~ I I I I i O 3 1/2" O.D. ADJ. STL. 3 1/2" O.D. ADJ. STL. COL. (SCHED. 40l ON OL. (SCHED. 40l ON 32"x32"x12" POURED 4 " 44"x14" POURED ; CONC. FTG. NC. FTG. ; I I~ I I ' N I ; ; ~ Y OPTIONAL EXTRA ~ 1N ~ 00 w I I I I I I 1 N I I BATH ROUGH-IN ,rn i CV 4" CONC. SLAB OVER r ~ ~ - -L'6h11'CETE 4 GRR EL BR5E ~ ~S, ; I I • ~ PILASTER S ~ ~ SUPPORT TYP. ~ CRS. 12 ~8, I rJ I ONLY FOR SLAB I I ~ I I I - ' 12" BLK C~ CRS 12 I o i N~ I , bd$x35xt9~61 I I I I I (fl I Z I ' ~ STEEL BERN ,III _ ~ 1 0~ ' I III ~ I, , i t ~ i O Z ; Q; ~ u _ I ~ I n~ ~ I, ,I I ; I 0\ O O 1 1 ' I I iv 12 LUG OUT I h « ' 1, ,I I I ~ 0•, T UNEXCAVATED I I I, , , , , m _ R CRS 13 , ~ , : , I I SUMP PUMP s w •--1 L 4" CONC. SLAB OVER ~ h I ~ ~ ; I ' 1 I ~ ~ ~ i - , , , , I LOC. MAY VRR I W O . 4 GRAVEL BASE ; I - ; r ~ - = in I ' I I , I I 1 1 I I I I CRS. 13 ~ ~ I I I I I ; 1 I I I I I I I I I , I , I cc r[n I I I _ _ _ _ _ _ _ _ _ _ _ _ _ m I I , I I I r___ a I I 1 I I I I I \\A \\O ~ ~ ~ ~ SHADED AREA UP 1/2 CRS. V \A., ~0-, ~o ~ - I ~ ~ FOR SLAB SUPPORT. NOT o SLOPE ,0 ' ~ ~ ; ; ~ ti ~ REO D IF BRICK PORCH. ~ N I I ~ I I LL. V n I I I ~ I I ~ I I 0 1 I I I j 20 _8" 22'-0" 20'-4'1 ~ 1 ~ , I I 1 w 1 (n I I I J I~ I I I ~ 0 O I I I I " ~ ~ I I NOTE; 0 ~ O ' N i i ~ I FOOTING DEPTH @ GARAGE DR. n ~ ~ z ~ ~ MAY VARY TO MAINTAIN v ~ o ~ ~ ~ REQUIRED DEPTH FOR FROSTLINE I Q ; ~QOTtNGS WI'i•E{ RElPiFORCING I ' NOTE; SFlAIL CGMPLY WITH SECTia~! I I 1 1 ~ ~ ~ RLL FOOTING DESIGNS BASED ON 250.50 OF THE 20Q5 I~lEC. ; ' ~ AN ASSUMED ALLOWABLE SOIL ; BEARING PRESSURE OF 2000 PSF 'LAN w ' ° SCALE; 1/411_11.011 wo 1 ~ (V I I ~ ' ~ ~ 63'-011 = N COLUME COLUMBUS cr) 2030 SILL @ 5'-0 5/8" 2030 FURR ~ OUT WALL RBV. MANTEL 8" 21 0 _ 7'-0" 3'-6" 3'-6" 7'-0" REV. T NA XT A - ~ ro Y OPIO LE + iv ~ O ~ ~ CONT. SHELF/MANTEL 3050 3050 3050 6" o E ISSUE DATE: CABINETS BEL W J OFFSET ~ FIREPLACE _ = 3/31/02 ' DRYWALL H ~ I I N zx4 W ao ~ „ , , YES . I I ~ , REVISIONS: - 2 -1 1 9 5 8 1 9 2 1 o O N o ° iv ~ ~ p N - o ~ 7 " / RD. V. ~ O I I ~ ~ 5/4 x 15" 50. _ - 1x9" NET N ~ m , m N 2 1 2 o m i I m COLUMN CRP p N O T ~ N ~ OPT./EXTRA I I I W/SHRPED EDGE 1x6 c°v O N O ' ~ + _ I I I V NI I I 0 ~J DIRECT VENT ~ TRANSOM ABOVE o I I , ~ RLL DIME , _ I - - - I - - _ ~ RRE ROUGH RR E FP. TOP/WALL HERD TO MATCH T- -T- _ I w SS NOTED HE WI5E 364 o Lv 4 -11 1/2 H. GREAT RM 3060 s I I = 10" ROUND , 7'-4" in 13'-4" 21'-4" I 20'-4" I I ~ ~ ~ ~ ~ ~ ~ ~ ~ I I I ~ ~ .COLUMN of B.T. 2 -5 2 0 -11 3/4 5 -3 3/4 5 -3 3/4 3 - 3/4 I q ~ I I ~ 7/3/07 7" TR M N I I I m W 3040 OVEl~_ 040 OVE ~ I I I ~ (2) 3060 C.T. AB VE - 0 W/ 2 10 HD I I I Z 1 lia° x zl° w ' W I I I ~ W%RDUNDED CR r , I I I ~ ~ FIN. PLYW'D. -11 / I I I I ! IF STAIN, l ~ Tr 7 (2) 1 3/4"x7 1/4" LVL ao 14 c~ I I I ~ DRYWALL : ~ - (2) 2x8 ~ I v N 9 3/4 16'_7" 2'-0° 18'_8 1/2" I I IF PRINTED ii ~BEO MLD. ~ HDR. N ~ lx - I t o _ I I I BED MLD.-~ BED MLD.°_° I!1 , „ , „ I LVL WALL TOP ~ Q I I 1x4 TRIM TYP.'" 0 3 -9 1/2 5 -9 1/2 I~ ~ 18'-0 1/4" ~ I I BASE MLD'G.'-? -ii_ RLL SIDES ° ° • • ' cPT• ABV. 1ST. FL. ~ w I CRRPE'T I °m N ~ m• SEE DETAIL ~ ~ I I I r-s" ~ C T. , I, I I m N I I I RT COLUMN ' ' ~ ~ , I I I ~ ~ CARPET ~'-'i ~I i . J _ 3 I o Q I' ~ (2) FULL HT. LVL I ~ iv o . _ 4 w c~ ~ y N KING STUDS ~ I ~ ti~ 2p6g N o SCALE; sis~~-1'-0" r ~ ~ OUTSIDE 3060 _ m ~ in ° (TYP.) is ~ I ~ Q d- N ~ ' O (D I d. Awl ! ~ C.T. N I m ' ' - cv m ~ 0 2 ! OPT'L/EXTRA 2x6 WALL ~ FOR LVL 4 "x48" SHWA MGMT. CTR. - BAG. ABV. = 1868 W 12" SEAT SEE DETAIL 0- ~ ~ MC - r BAG. WALL -I ' _ ~ ! ~ GLS. ENCL. m rn _ + ~ ~ C.T, pew o 6 r °i i + r ~ ~ , ~ „ m BOXED STAIR ~ ~ ~ o I w LVL ABV. 2 7 ~ W/ WD. ARIL in ~ ~ (3) 1 3/4"x5 1/2" LVL I II N I m ~ i _ 00 ~ _ (FLUSH) m ~ TUB ~ STUDS (FULL HGT.) CST. CPT. 6'-7 1/2" 5'-4" 5'= 1/2" ~ 1'-11" ~ 6' 10" ~ ~ - ~ C.T. ACCESS d- @1 r-~ I : ~ ~ U L~ i ' I I I I ti oo - (21 2x6 JACKS _ N ~ ' I ~ _ ~ ~ ,-3" ~ ~ - 6'-4 1/2" m C~ TWIN WDO. N H ~ ~ ~ I I J - Of ~ QQ _ '-1 N r ~ I r"II ~ ~ ~ i I ° ~ ~ ~ _ 4 3.. ,_g.. 0~ ~ (D ~ n ~(n ~ ~ - O O _ ~al ~ ~ p 'd' ! ~ I o 3 10 ~ _ _ N c,? N N 1 P 1 MC (2) 3060 3060 (D m I I 9 IOC i N O C1 N ~ 1R/1S .T. ~ ° BAG. WALL s BAG. WALL m - 00 - ~ N ~ (1) 2x6 JACK n i_ n i_ a IV i r I ,-.I I _ i.Y~LYi I 15 3 6 9 0 ~ ~ ~ m ~ ~ SGL. WDO. o CARPET ~ 48 HI H WALL SOFFIT ~ 7 0 ~ 10" RD. DECOR ~ 2668 ~ ~ ~ in W/WD. AP ~ 0 . W/ /2 - 2~_ ~ 5'-11 / / ~ CLS 1 64 12 5012 93/4 WDO. SI L HGT. WALL PER DET, s" ; N ~ , i\ ~ ~ I ~ - . i N 2x4 WALL TOP iv ' ~ N 1 /1S ABV. 1ST. FL. ! ° ; ~ ~ scRLEI si4„=r-o" ' Y 0 IONRL EXTRA CARPET ~ I N , FOYER , - LAMINATE , LA D. TUB IN CAB. 2 PC. CHAIR RAIL C.T. ~ ' SHLVG. STD 1 PC. CROWN ,in ~ coil I LAYOUT T.Bb. ~ I ' 13'-9° 7'-l0° ti I I NOTE. o< N ~ N ~ 6., ICI - INDICATES NON-STANDARD 'D ? ~ ; II HEIGHT WALLS - AS NOTED. > II ~ J i 3 ~ (D - r J I iR/1S RLL OTHER WALLS RRE 9'-1 1/8" HIGH HIGH p ~ ° - CARPET ~ ( SLOPE I 14'-4" 5'-0 1/2" ~ RLL STRUCTURAL HEADERS RR ° x ~ 3060 3060 I 3068 W/ E ( ~ 2x4 WALL TOP ~ (2) 1 SL. - (2) 2x6 -UNLESS NOTED OTHERWISE. cl :SE. 0 ~ ~ ~ J 2x6 WALL ~ iv x m e 9-10 3/4 ¢ 18'-0 1/2" ~ ~ DIMENSIONAL LUMBER FRAMING BASED - _ ~ - ABV. MASONRY 3 ~ ~ ~ ~ -o - -0 8-2 3 10 ~ ~ I ON THE FOLLOWING MINIMUM PROPERTIES; ASED .J PERTIES: I O ! ~ N - - - ~ ~ co TYPE OF MEMBER Fb( sil v( si) (si) ~ ( si) Ld m , 22 0 0 ~ 1. JOISTS 1000 145 1,600,000 1,600,000 p ` - 2. BEAMS 1000 145 1,600,000 I- (3) 2x10 BREAST BM. fD R/1 3. HERDERS 875 5 1,4 ,0 1,600,000 H Q _ _ _ _ 1 S 13 00 00 fV 1,400,000 (n _ - 2060 3 0 2060 LAMINATED VENEER LUMBER (LVL) BASED I BASED ' ~ 14-0 8 0 10 2 10-2 ON THE FOLLOWING MINIMUM PROPERTIES ~ PERTIE S: OZ J _ Fb( si Fv(psi) (sil o ROUGH FRAME _ I - ,4 psi) E -(2%,000 U PILASTERS 22 0 20 4 2650 285 1,900,000 N ~ EACH SIDE 8" SQ. COL . ALL POINT LOADS TO BE BLOCKED SOLID DLID (r) 63 0 S TO FINAL SUPPORT MEMBER OR FOUNDATION. ~ J ' IDRTION. ~ > RLL OPENINGS UP TO 3'-4" WIDE TO HAVE HRVE ~ ? J r ~ - A MINIMUM 1-2x4, STUD GARDE SPF, JACK ~ 00 STU S N SS N W _ ~ D U LE OTEO OTHER ISE. JACK W p . _ ~ o rn ~ r m RLL OPENINGS GREATER THAN 3-4 WIDE TO TIDE TO O ° ° x 2x4 WALL TOP ~ ~ HAVE 2-2x4, STUD GARDE, SPF JACK STUDS UNLESS NOTED OTHERWISE. a ~ ~ ~ 9 -10 3/4 STUDS ~ ~ X m RBV. MASONRY _ _ FIRST FLDOR 2259 SOFT. • -INDICATES (3l JACK STUDS TYPICAL v o - SECOND FLOOR - 1314 SQ.FT. ~ ~ r 20'_8" - UNLESS NOTED (2, SPF) ~ ~ TOTAL = 3573 SOFT. Lo ' BONUS RM INCLUDED IN 2ND FL # -INDICATES QUANTITY OF NON-STD. STUDS (~2 SPF) TUDS (#2 SPF) Q 4'-4" 6'-0" 6'-0" 4'-4" ~ " ~ 3 CAR GARAGE - 616 SOFT. W ~ N 3050 3050 3050 SCR 4°=1~-O° # -INDICATES QUANTITY OF RIPPED LVL STUDS o LE 1/ v 1 3/4" WIDE BY WALL THICKNESS (2650Fb 1.9E) _ STUDS Li O 5OFb-1.9E) a ~m COLUMBU COLUMBUS r - - - - - - - - - - - - - - - - - - - - - - - - - ~ I I N I I ~ I I ~ REV. E ISSUE DATE: I I r----------------------------------------- ~ I I , _ = 3/31/02 I I I I I ~ ~ REVISIONS: I I I ~ I I I ~ I I I I ~ N (\j /4 \ 0 I I I I 00 I I I I N 0 N I I I I oU I I I I I I I I I 144'-0" I I 364 I I I 25'-1" 1 18'-11" I I B.T. WOOD I CRP ~ 1 I I 4'-4" WIND W SILL 17'-4" ~ I 3'-5" 3'-3 1/2" 5'-0" 5'-0" 5'-7 1/ " I 7/3/09 2040 I I I I (2l 2x8 I I 3850 W P T I _ 1 0 5 SH. ~ I 0 1 T-r 7 ~ 7'-7 3/8" H. LOCATE 2ND FL. I ro6$ _00 WALL BUILD STUDS ADJACENT 1 N 1 m ON LVL TO ER. "Hl" TRUSS 5-6 -5 4-11/2 I I ti~ .T. - .T, CPT. c°DO Q N 1 rB24 N U ~ I ~ PROVIDE 2x4 I MC 2°c ~ 1R/1S o ~ m LEG DOWN TO N _ ~ _ GREAT RM. BELOW ~ ~ ~ 1ST. FL.BRG, I I ~ m ~ ~ g -6 CARPET 1 PC. CROWN WALL C~ RLL I N ~ INCLUDING HALL "H1" TRUSSES I m ~ I I Q ~ 2668 G RPET , ~ I a C.O. 2A 3' 11" 6 I ° 12'-4" 11'-10" I ° ~ I m , ~6~ 1 2~r. CARPET I Y OPTIONAL EXTRA i I N (n~ I POCKET DR BED 3 ~ - I ~ tnT I q~ NI 68 I ~ POCKET DR BED 4 _ I 26 I iv in ~ ~ 4'-+ 0"~ Q v I 15" 4'-5 1/2" 12" 1 m 2 _ NOTE; . ~ ~ o ® -INDICATES NON-STANDARD I 1R/1S _ ~ HEIGHT WALLS - RS NOTED. I ti ~ m BEDRM #3 til RLL OTHER WALLS ARE 8'-1 1/8" HIGH I N CARPET 0 _ ~ N ~ _ ~ _ _ ALL STRUCTURAL HEADERS ARE I m co ~ ~ ~ ~ _ (2) 2x6 -UNLESS NOTED OTHERWISE. V co © ~ I ~ ~ 8 -11 5/8 ~ ~ I 00 , S'-10" ~ 0" '-1 " o '-1 " m 2'-g" ~ DIMENSIONAL LUMBER FRAMING BASED I ~ iv ON TH ' I ti E FOLLOWING MINIMUM PROPERTIES. ti TYPE OF MEMBER ~i ~ r~~ (s') I ~ gyp,, ~ ~ 668 I I 1. JOISTS 1000 145 1,600,00 ~ 9'-4 /4" 3 ~ " - 14'-0 1/2" 2. BEAMS 1000 145 1,600.0001 I 3. HERDERS 875 135 1,400,000 II I ' ~ II o ~ I I LAMINATED VENEER LUMBER (LVL) BASED I o _ 2¢6g ~ II ON THE FOLLOWING MINIMUM PROPERTIES:I 00 oo ~ RES. o ~cA I I ( i F (phi) it ~ in ~ N oo ~ ~ 5 I ' 2650 285 1,900,0001 l17 ~ ~ 1 i~ I I I FLAT CLG, @ 8'-1 1 8" I I I ~ RLL POINT LOADS TO BE BLOCKED SOLID # TO FINAL SUPPORT MEMBER OR FOUNDATION. I N ~ 5-0° CARPET ~ I I ~ RLL OPENINGS UP TO 3'-4" WIDE TO HAVE I BUILD WALL ON ~ SLOPING (2) 2x12s BAG. I I R MINIMUM 1-2x4, STUD GRADE SPF, JACK 1R/15 WALL I I STUDS UNLESS NOTED OTHERWISE. I I --------T--- - I I I I ~ ~ ~ iv I I RLL OPENINGS GREATER THAN 3'-4" WI T I I I I ~ i ~ I I DE Q LEG DOWN I I ~ ~ I I HAVE 2-2x4, STUD GARDE, SPF JACK STUDS I TO HDR. I N ~ SLOPE II LOPE UNLESS NOTED OTHERWISE. I W/ (5l 2x4 CARPET 1 ~ ~ ti~ I I I 0o JACK STUDS 1 1 ' I I • -INDICATES (3) JACK STUDS TYPICAL I IUL I I 1 1 UNLESS NOTED (#2, SPF) I I ~ ~ I I ELPS PER I 1 I I I I I I # -INDICATES QUANTITY OF NON-STD. STUDS (~2 SPF) ELEV TION I 1 I fV I I I L W I -INDICATES QUANTITY OF RIPPED LVL STUDS ~ 1 I 7._4..2 3 50 507._4.. 3'-10" 5'-2" 1 " # ~ I I I 1 3/4 WIDE BY WALL THICKNESS (2650Fb-1.9E) I I 1 I ' I C O ~ 00 I I I 14'_8" 9~_0~~ I N I I I I ( I I I I ( I I I I I ( CE Q I I I -------------------------------------------t----------------- c!) BUILD WALLS ON I I SLOPING (2) 2x12's i ~ oz j ~ I I cr_ o N I I ( I I U I I I 00 I I ~ ~ I I ~ m ~ I I V N I ' I I I J ~ O ~ I J I W ~ ~ ~ I I I n1 I I 0 ~ I I I 0 ~ I I V , o I I LEG DO N o ~ ~ TO HDR W/ SCRLE~ 1/4"=1'-0" SLOPE I FLT I LOP (4) 2x4 JAC ~ ~ I I STUDS ~ WDO, P R ELEV ~co a (2) 1 X3/4"x 1/4"~ VL ' 1 ELPS PE I W c~- LE W O COLUMBU COLUMBUS REV. m E 0 o ISSUE DATE: = 3/31/02 H ~c REVISIONS: IN, N O N 4 C O RIDGE BEAM N A TRUSSES O N 2x12 RAFTERS 364 LVL RIDGE BERM BAG. ~ WALL B.T. ' LVL BM TO SUPPORT RIDGE IN WEB RRER OF TRUSSES "A, A1, & A2" . , ' ~ 2x LEDGER BONUS ~ ~ f RT WALL ul ~ ui m °1 ~ - ui ~ ui ~ # m ui ~ ~~~p~~ u I ~ ~ aCL1~LlZ ~ _ ~ G BUSS S V I ~ _ C~OTIJ L~ I un~~~ m VI ~ N V I ' VI O V I a a I FURR WALL OUT LVL BEAM LVL BEAM I ABOVE MANTEL JOIST PER PER PLAN PER PLAN I 8" AROUND WDO's FRAMING PLAN W/JST HGRS W/JST HGRS I I LJ~ I _ I ~wvLl. ~ \ I ~ N ~ I 2x4 WALL m QQ I~ I r - - o ~ KITCHEN BREAKFAST I I I 3-CAR GARAGE ~ ~ I EXTENDED MANTEL I I ~ I TRIM STANDARD I SECTIONS SHOWN I CABINETS BELOW I I W/ OPT./EXTRA i OPTIONAL/EXTRA ~ ~ WATERTABLE I I I I-JOISTS PER PLAN SECTIONS SHOWN W/ OPT./EXTRA WATERTABLE - LVL RIDGE BERM SCALE: 1/4"=1'-0" 2x6 CLG. JSTS. 2x6 RAFTER 1x4 ON TOP OF THE MANTEL SHELF ICI „ - FURR BACK WALL WITH (2l 2x12 5 CROWN 2x10 THEN BOX OUT NICHE HEADER _ ALIGN _ WITH 2x6 SEE DETAIL ~ iv W/FRONT 7'-6 3,~g' N ~ 1x2 ~ m ~ w 1 ~ 2x12 RAFTERS x4 2X10 N N "G" TRUSSES FURR-OUT .-a 2x6 ~ FIE d i FURR-OUT N SCALE: 1"=1'-O" 43 1/2" 65" 43 1/2" FOR NICHE C, DOUBLE 12 1/2 W RAFTER „ I BEYOND 12 12 5 1/2" DEEP ~ JOIST PER I 2x6 „I Iii _ m FRAMING PLAN co NICHE ~ CROWN MLD. RAFTER ,I ul io N oz ill lil m CUSTOM MANTEL ~ I 1x3 12 III ICI TRIM TO EXT cco ~I~ ail END 2x6 WALLS I TO EACH SIDE WALL _ 1 ul "I TRIM DETAILS- 0D ~ ~ HD80. - - - THIS SHE T ~ = ~ ~ ~ ~ - ~ SIDING - - E ~ ~ ~ ~ ~ ~ m 3 CAR GARAGE i ~ ~ ~ ~ ~ ~ OPT'L/EXTRA o I o~ ~ 2'-8 1 2" I rn N ~ ~ ~ ~ CABINETS NOTE: i I DORMER WALL o ~ ~ ~ i FRAMED ON ~ rn SECTIONS SHOWN U 2 8 1/2 WINDOW i DOUBLE RAFTER ~ ~ ~ ~ W/ OPT./EXTRA METAL R.O. WIDTH WATERTABLE ( m FLASHING ~ N _ J ~ - - - - ~ ~ I W 1x6 I I DRYWALL ' O 00 ~ -RETURNS 5 CROWN T WIND W O 0 0 3'-31/2" 1x2 ' - - 1x4 ; ; ; ~ DOOR STOP " OR SIMILAR SCALE; 1/4"=1'-0" ~ M N SCALE 1/4 1 0 ~ OULDI G Co ~ RT WINDOW V a W 4- W p SCALE: 1/4"=1'-0" COLUMBI COLUMBUS Ln N m REV. ~ I' 0 = 3 o ISSUE DATE: = 3/31/02 H REVISIONS: r\r C N N O 0 1 ° N O N eo 0 2 364 "C" TRUSSES 3 B.T. 4 7/3/07 w 10 p~ p I pl ~ \ pl ' w pl , 2x6 RAFTERS a pi pi ~ 12 p, 4~~ pi ~ pl 4 2x4 CLG. USTS. ALL DTMENSTONS ao RRE ROUGH FRAME f~-------- ~ - BEAD BD. 3 ILU CEILING ~ 3'-2 3/4" iv 6'-5 1/2" 2'-11 1/4" ' ~ i~ ~ m ~ ~ I ~ ~ W ~ ~ ~ I I (3) 2x1 ~ ~ i 5 -10 BREAST BM. - ~ ~ _ N eF 'Y lIl' ROUW 1 pp \ ~ W COI.uPw ~ \ \ ~ p n In ~ , ~ I I Lolf- N ~ 1 I m ' ~ ~ , i 60 ~ i ao i SCALE; 1/4"=1'-0" 1/2 COURSE NOT - REO'D IF BRICK ON SLAB. , , SCALE 1/4 -1-0 4 1/2" CROWN 2" CROWN BEDMOLD DIRECT 2x2 BLOCKING W/ 1x8 TRIM TO DRYWALL & 1x6 CAP x8 TRIM i CAP w Y 12 ~ ~ w ~o ~ w cD 10 4 1/2" CROWN ¢ ~ ~ o - W/ 1x TRIM _ - ~ ¢ ~ ~o 1w PER DETAIL \ o Q J "H" TRUSSES m z ~ ~ ,~N thH H PLANT ~ ~ _ ~ _ LEDGE a~ ~ ~ @I 6" ~ y~ ~ pi~~ - 0 <<~_ ~ ~ - RD. 36 1/2 OPT./EXTRA 00 i~ J 00 ~ ~ m \ w m o0 H - - ' ~ w in ! ~ ~ fV 0 0 7 a - V wo SCALE 114"=1'-0" SCALE; 1/4"=1'-0" a COLUMBU~ COLUMBUS Cn co a r y REV. Cm C o ISSUE DATE: = 3/31/02 H REVISIONS: _ - N O O N 4 0 C N N 7/16" O.S.B. W/ CLIPS ~ 24" O.C. .4 7/16 O.S.B. W/ ROWLOCK 364 CLIPS @ 24" O.C. 1/2" 3 /4" 1 1/2" ° COURSE 1x8 FASCIA OVER p~tc 1 1 N 1x6 SUB-FASCIA 1x8 FASCIA OVER ~ B.T. 1x6 SUB-FASCIA 7/3/07 • SOLDIER ALUM 7/16" x 6 1/4" x 6 1/4" COURSE GUTTER - STEEL PLATE (RSTM A361 ALUM--? GUTTER 2x2 m T-r 7 2x2 3/8" PLYW'D 3/8" PLYW'D BLOCK OUT 4 1/2 SOFF T SOFFIT I DIMENSION VARIES- (4l 3/4" DIAMETER - N 1x FRIEZE 1x FRIEZE SEE TRUSS LAYOUT BOLTS (ASTM R325) /4" GAP 1 (MRX.I SOLDIER COURSE ERNE DETAIL ERNE DETAIL IF BRICK 1. HOLES TO BE 1/16 LARGER THAN BOLT DIAMETER, ~ BRICK VENEER ~ RXIMUM ( 16 DIRJ SCALE; 3/4 -1-0 SCALE: 3/4 -1-0 M 13/ 2. BOLT GROUP CAPACITY CONTROLS. 3. CALCULATIONS BASED ON W8x10 WEB THICKNESS. 1/2" BRICK 4. BOLTS TO BE INSTALLED 'SNUG TIGHT' CORBEL ® 2x6 MUD SILL HOLD RING R;13 BRTT INSUL. Q 4 CONC. a WOOD BASE JOIST BACK R-19 GATT INSUL BLOCK P 3/4" FROM ti REINFORCEMENT SHEATHING 1 1/2~~ - 1~-O~~ PER FDN. SHT. JOIST 1x10 ? ANCHOR BOLTS PER FDN. SHT. BELT TRIM I INSULATION ~ 3/8" SOFFIT FND. INSUL. ~ LADDER PANEL (TYP.) ~ WATERPROOFING 1x6 FRIEZE SEE DETAIL BLOCK OUT ~ THIS SHEET 4 1/2" 4 2x STUD WALL ~ PER PLAN SOLDIER CRS. SEE ELEVATIONS ~ FOR SIDING INSULATION ~ ~ TYPE BRICK VENEER PER SPECS IF BRICK VAPOR BARRIER FIBERGLAS ® DRAINAGE CANTILEVER DETR L & I oRR NSUL. B D SCALE; 3/4"=1'-0" 3/4" T&G PLYWOOD ® ~ EXT. FND. (GLUE & NRIU ~ O 7/16 SHEATHING ® ~ WATERPROOFING ® MEMBRANE SEE WATER TABLE ® O CMU WALL DETAIL THIS SHEET BRICK BACKFILL ~ VENEER ANCHOR BOLTS ® " PER FDN. FULL DEPT I-JOIST BLOCKING 1/2" BRICK SHT. ~ 24 O.C. IGHT TO RIM BOARD CORBEL ® 2x6 MUD SILL 8 CONC• BLOCK RND RDJRC T JOIST. GLUE & NAIL '„GRAN, L',• TO PLYW00 SUBFLOOR W/6-6d 4" CONC, • ~ ' • • W/1 1/2 DRAINS THR W U EEP HOLES COMMON NA LS. BLOCK '•I 6'-0" O.C. MIN. ~ ~ 'o 'o 'o 2x8 MUD SILL ' • ' ANCHOR BOLTS ° W/ 1/2" FIBERGLASS • • ~ ° ~o SILL SEALER PER FDN. SHT, ' ~ • . ' ~ w POURED o CONC. FTG. FND. INSUL. & FND. INSUL. & REINFORCEMENT WATERPROOFING WATERPROOFING R FDN. SHT - - PE i SEE DETAIL REINFORCEM NT SEE DETAIL THIS SHEET PER FDN. S T. THIS SHEET ETAIL SCALE; 3/4"=1'-0" . ~ ~ SCALE. 3/8 -1-0 ISO 2x8 MUD SILL R-13 BRTT, INSUL• W/1/2 c~ ~ SILL SEALER AP ~ z V OR BARRIER o H R-13 BRTT o w 0 INSULATION R-13 GATT. ~ o ~ 4" CONC. INSUL. w o SLAB OVER 4" ° ¢ _ 13 CRS. BASEMENT JOIST GRAVEL BASE JOIST ~ ~ o 0 & 6 MIL V.B, ~ o TOP OF COURSE 12 IF 13 COURSE BASEMENT, ~ = COURSE 12 BASEMENT PORTION OF THE FOUNDATION 2x8 MUD SILL CMU WALL - 'HER LIP o J EXTENDS 8" FURTHER BELOW GARDE. W/ 1/2" . ° , . ~ WEATHER LIP OTING DEPTHS AND i- CMU WALL ADJUST FO CMU WALL SI~I SEALER , CONCRETE BLOCK COURSES ACCORDINGLY. CMU 12" BLOCK ~ ANCHORS PER . ~ , ANCHORS PER ' FDN. SHT. WALL LUGGED OUT FDN. SHT, TO SUPPORT ' WEEP HOLES SLAB 4" GARAGE •4" GARAGE J SLAB OVER ~ 16 O.C, iv F=4'-8" (12 CRSJ GRAVEL BRSf SLAB OVER 4" GRAVEL BRSE LLJ ~ F=5'-4" (13 CRS.) _ ~ _ ~ b 6 MIL V.B. & 6 MIL V.B. 0 F_ 3 1/2 CONC. F-4 -8 (12 CRS, F-4 -8 (12 CRS. -0 0 SLAB F=5'-4" (13 CRS.) F=5'-4" (13 CRS.) O CEM. COVE ' ° . ' Q ~ o ' o ' ' ' ' ' . GONG: FTG. ~ CONC. FTG. . , , , ' CONC. FTG. , P o , , • , ° , , , • , Q , ' PER FDN. SHT. ` • VAPOR BARRIER PER FDN. SHT. ° ~ VAPOR BARRIER PER FDN. SHT, ~ CONC. FTG. : . P • ° ~'o ; ~ ° OVER 4" GRAVEL ~ PER PLAN , o o o OVER 4 o - BASE GRAVEL BASE •o•, •o, 4 GRAVEL ~ 3" DIR. PERF. BASE q~ a ° PLASTIC DRAIN TILE FELT FLASHING )N H • DOR W CE a _ SCALE; 1/2"=1'-0" =w SCALE; 3/4"=1'-0" SCALE; 1/2"=1'-0" SCRLE~ 1/2"=1'-0" COLUMBI COLUMBUS 2X4 ®i6" O.C. STUD CONNECT RAFTER 70 3/4" 056 OR PLYWOOD WEB m STUDS WITH (2) SOd STIFFENER NAILED TO I-JOIST WALL WITH DOUBLE BOX NAILS, ONE TOP OF RAFTER WEB WITH (3) Bd NAILS ~ REV. TOP PLATE, BEVEL CUT. EACH SIDE ~ A TO BE CONTINUOUSLY ( 0 SHERTHE0. STIFFENER ON ONE SIDE OF 2 OE ISSUE DATE: = 3/31/02 (6) Bd NAILS I-JOI5T RAFTER). LEAVE R RAFTER ~ • (6) l6d BOX NAILS RAFTER MINIMUM GRP OF 1/8" BETWEEN gd NAiLS a 6" O.C. I-JOIST ~ REVISIONS: PER PLAN PER PLAN TOP OF WEB STIFFENER RND ®Dh{~ ~ PI.pV F (2) lOd NAILS THE I-JOIST FLANGE. FULL DEPTH N F CONTINUOUS 2X4 ONE ER. SIDE (2) lOd NAILS OSB W® FILLER I-JOIST BLOCKING ~4' t0R ~ o 056 (OR EauRU o PLATE, FASTEN TO 1" 056 x 24" ONE EACH SIDE 24 LONG eom smES of Jour. o BERM WITH (2) WEB FILLER i 2x8 BLOCKING ~ REOO BY DESIGNI N SIDES OF JOIST. O EOD BY DESIGN N l6d NAILS RT ROOF ~ PANEL STAGGER Q 24" ON CENTER I-JOIST TRU55 0 ~ 1 1/2" BETWEEN i RAFTER RAFTERS FOR NAILING PER PLAN CEILING 364 SEE PLAN JOISTS PER I-JOIST ROOF TRUSS DO NOT CUT PLAN RAFTER PR5T INSIDE CONNECT TO FACE OF BEARING. B.T. RAFTER 2x6 LEDGER ATTACHED ~ WEB TRUSS u/(61 "BIRDS MOUTH" BOTTOM WEB FILLER PER PLAN TO RIDGE BERM u/(4l l6d FILLEk 8d BOX NAILS 2x6 LEDGER, ATTACHED TO CUT RT WALL TOP PLATE. 7/3/07 BOX NAILS RT 12" O.C. I-JOIST RAFTER RIDGE BERM W/ (4) 16d BOX ATTACH RAFTER TO TOP ~ ~ ~ t~~.~ PER PLANS (TYP) NAILS ®12" ON CENTER. WALL BY OTHERS PLATE WITH SIMP50N ~ R.aN LVL BERM '?A I I H2.5R AND ONE lOd BOX PER PLRN ~ RIDGE BEAM NAIL EACH SIDE. CONNECT TO ROOF PER PLRN r TRUSS WITH TRUSS _ ~ you (6l 8d BOX NAILS or.. qT (2) 2X4 BIRDS MOUTH RAFTER/TRUSS DETAIL 1 RAFTER/TRUSS DETAIL 2 3 RIDGE/RAFTER DETAIL CUT RAFTER DETAIL 4 REINFOR 5 5 CED CANTILEVER DETAIL NTS LEG D 0 W N Sl NTS Sl NTS Sl NT5 51 NTS Sl Si LVL` I-JOIST PER PLAN 6" ac. HANGER PER PLAN Q a (1) 8d TOE NAIL TO JOIST EACH SIDE RT , min ~ 9eP BOTH ENDS I-JOIST ° ° SOd NAIL TO I-JOIST ° FULL DEPTH I-JOIST TOP CHORD OF PER PLRN ° ° BLOCKING RT EVERY ~ WEB STIFFENER, MINIMUM I-JOIST. ° ° ° ° OTHER SPACE WHEN 1/8 GAP. 3/4" 056. BOTH SIDES OF ° I-JOISTS LRP OR BUTT I-JOIST, WITH (3) 8d NAILS ° OVER BEARING FROM EACH FACE. 2X4 SQUASH ° (DO NOT USE lx MATERIAL) BLOCKS, 1/16" (1) 8d NAIL TO PLATE, lOd TOE-NAIL IRILOLER THANH FYlar Birk EACH 5IDE RT 80TH ENDS TO PLATE I5T DE ¦CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT EACH SUPPORT RND RT 8'-0" ON CENTER. (U lOd NAIL TO BEARING ¦ WEB STIFFENER ONLY REQUIRED WALL TOP (FILLER BLOCK TO BE PER MRNUFRCTURER'S SPECIFICATIONS) PLATE RT EACH SUPPORT WHERE INDICATED ON PLANS PLATE. ¦PROVIOE 4'-0" FILLER BLOCKS RT RLL CONCENTRATED LORDS. BELOW BACKER BLOCK OSB THICKNESS SIDE OF WEB (TYPI CENTER FILLER BLOCKS ON LORD. TO "FLUSH" OUT WEB BY 12" LONG. FIL R A ~RSTEN FILLERS THROUGH I-JOIST WEBS USING (2) ROWS OF LE S REQUIRE 2 AS REQUIRE 8d NAILS STAGGERED AT 6" ON CENTER. ATTACH WTH (10l lOd NAILS. PER DOUBLE I-JOIST OUBLE I-JOIST CLINCH NAILS WHEN P05SIBLE. DETAIL ' ¦FLOOR SHEATHING TO BE GLUED RND NAILED TO EACH I-JOIST. INTERIOR BEARING BLOCKING DETAIL 6 WEB STIFFENER DETAIL ~ SQUASH BLOCK DETA $ - 9 IL DOUBLE I JOIST CONNECTION iD HANGER DETAI NTS S1 NTS S1 NTS SS NTS S1 NTS S1 (i) 10d NAIL THRU RIM BOARD TO EACH FULL DEPTH ~ ~r~ FLANGE RT EVERY I-JOIST BLOCKING I-JOIST 8d NAILS RT 6" O.C. 1" FROM EDGE wA OSB RIM BOARD ¦ ~ DvERhavD SAME PER PLAN (MATCH ]/4 ~lR As RAFTER sPACwD DEPTH TO I-JOISTS) (1) 16d NAIL S-1/4' BEAMS c3-m-Y) RT 12" O.C. (3) lOd NAILS THRU " ~ 2" (TYP) ~ 2" 2" ° ° JOIST FLANGE TO 2x2 ed NAtls srACCE SILL PLATE BELOW ~ y Ar s" aG 2 ON ONE SIDE RND l < J ° ° 1 ON THE OTHER SIDE 7' 1 „ ° ~ ~ 2 2x4 CUT ° ° TO FIT ~ Q~ f~iBLE END OSB RIM B0. WEB FILLER TOE NAIL ~ FASTEN RIM BOARD TO BOTH SIDES FOR BERMS UP TO 12" IN DEPTH; (2) ROWS OF l6d NAILS, STAGGER TO PLATE PLATE' W/(1) lOd NAIL 1 314" „ FOR BERM5 OVER 12 IN DEPTHI (3) ROWS OF 16d NAILS z¦+ Fw.ER ~ ~ 6' O.C. (TOE NAILED MIN. BAG. SILL FOR BERMS OVER 18 IN . STAGGER w FROM EXTERIOR SIDE) PLATE ¦ DEPTH' (4) ROWS OF 16d NAILS ~LOw RLL NAILS RRE BOX NAILS (DIR. = .131'7 LADDER' ` I-JOIST PER PLAN RLL OTHER MULTI-PLY LVL CONNECTIONS RS NOTED ON PLANS PLANS r ^ OOF RAFTER N EINFORCED OVERHANG DETAIL 11 OUTRIGGER DETAIL 12 CANTILEVER DETAIL 13 RIM BOARD DETAIL 14 MULTI-PLY LVL DETAI 15 NTS S1 NTS S1 NTS S1 NT5 gi NT5 S1 JUL H cl I-JOIST PER PLAN I-JOIST PER PLAN srM~soN i.srAZ+ W I-JOI5T srRa~, oR EauAi. PER PLAN OSB RIM BD. CONT. DBL. 2x4 OSB RIM BD. ~o SEE SECTION 14/Sl ~ 5EE SECTION 14/51 FOR CONNECTIONS 2x4 ®16" O.C. I-JOtsr RAFTER FOR CONNECTIONS sr>: PLRN co Q (ll 8d TOE NAIL (3) lOd NAILS THRU EACH SIDE JOIST FLANGE TO H SILL PLATE BELOW CONT. 2x6 (2x4 OPTIONAL) 2 ON ONE SIDE RND 0 1 ON THE OTHER SIDE FULL DEPTH I-JOIST BLOCKING "LADDER PANEL" WALL 1) j H ° ® 24 O.C. SEE SECTION 14/51 FOR CONNECTIONS MASONRY FDN WALL p~ MR50NRY FDN WALL -i y osa uEe Fn~ER i EACH sIDE cl SIMPSON LSSU I END WALL DETAIL END WALL DETAIL END WALL DETAIL H LLI ~ FOUNDATION LEVEL 17 RIDGE/RA 18 CRAWL SPACE LEVEL i6 UPPER LEVELS FTER DETAIL 19 NTS S1 NTS S1 NT5 51 NTS S1 ~ O ~ L W W T e---I COLUMBI COLUMBUS 20'-11" 7'-4" 1 '-3" zl'-5" THEN 16" O.C. N REV. E ISSUE DATE: 18 ~ 0 = 3/31/02 REVISIONS: E N N O O N O O N ~ 16 ° ~ N Sl N ~ O i O 364 B.T. 14 7/3/07 S1 1 -4 /4" ~ > ~ J H - N \ !b ~ ~ e-I rl x e~ - 9 ~ S m Q a ~ I I I I N I I \ d' `a J J J J J J J 3 m m m 07 m 0] OJ m I 1 ' 0 0 0 0 0 0 ~ ( P•~ m N 6 Sl - - _ _ Wit- 7 In s1 ( 1 3/ x 8 a x1 F R LL 16 S1 9 S H S4 YP. ~ m J J J J 2 -2" 10'-9 1/4" 07 07 m 07 O O O ~ 14 13 J 6 S1 20'-31/2" Sl > ~ Sl J 00 - - tV ~ ~ ~ ti ~ ~ X . L~ ~ fV - ' d- 16 N ~ Sl m 16 w S1 rl N v FRAMING PLAN NOTES REFER TO SHEET S1 FOR TYPICAL I-JOIST FRAMING 0 1. FLOOR FRAMING DESIGN BASED ON DETAILS AND CONNECTIONS LPI 20PLUS (1,5E) I-JOISTS BY LOUISIANA PACIFIC. UNLESS NOTED. 0 2. RLL HANGERS BY SIMPSON STRONG-TIE UNLESS NOTED (ATTACHMENTS TO BE PER 22'_4 1/2" MANUFACTURER'S SPECIFICATIONSI RLL BASEMENT WINDOWS REQUIRE 14 20 3 J 3. I-JOIST ENDS TO HAVE 1 1/8" OSB (1l 1 3/4"x JOIST DEPTH LVL HEADER 0 RIM BOARD. W/3" BAG. ER. END 4. DESIGN LIVE LOAD; 40 PSF SDS 1/4x6 DESIGN DEAD LOAD: 15 PSF STRONG- R VE 5. PARALLEL TO I-JOIST CONDITION TO D I HAVE LADDER PANEL RT SECOND FLOOR SCREW BY SIMPSON 2'-0" 4" AND RIM BOARD RT FIRST FLOOR. ~ iv STRONG TIE OR crrP~ MIN. W 6. FLOOR FRAMING SHOWN HELD IN 1/2" ~ E0. ~ 24 O.C. (TYP.I FROM PERIMETER -SEE START POINT 0 DETAIL THIS SHEET. 0 0 7. LAMINATED VENEER LUMBER (LVL) BASED ~z ON THE FOLLOWING MINIMUM PROPERTIES; „ Fb(PSI) Fv(PSII E(PSI) 4 7/16 0 cH LT ~ 2650 2$5 1,900,000 , o 8. ALL POINT LOADS FROM ABOVE TO BE SCALE; 1/4 -1-0 ENO ~ END OF ~..L MEMBER L.IL SUPPORTED W/ BLOCKING SAME WIDTH MEMBER 4 AS CALLED OUT ON FLOOR PLA cv 1" 1" N ~ MAJOR POINT LOADS SHOWN BY N ~ - W o W - a LTT L SCALE: 1"=1'-0" COLUMBL COLUMBUS (f) r - - - - - - - - - - - ^ - - - - - - - - - - - - - i I I I I N N REV. I I ~ I I 0 I I _ o ISSUE DATE: = 3/31/02 I I H REVISIONS: I I ~ I I I I N I I O N 4 0 0 I 25'-0 1/2" I cv 0 N I I I I I I 364 7'-4" I 13'-3" i 4'-51/2" B.T. 12" 13 7/3/07 THEN 16" O.C, (2) 1 3/4 x16 LVL Sl (BOTTOM FLUSH) - - - - - - - - CANTILEVER (2l _ _ I ~ LVL BAND BD. ' ~ THIS AREA o ~ - - - - 2x BL KI 17 ~ S1 (2) 1 3/4"x11 7/8" ~ ~ ~ ID RN LVL (BOT. FLUSHI (n H fV I ~ H 0'1 O ~ ~ ~ ~ a N _ In 4 17 - r, iv Sl .~-a = ~ O i (n _ N N (3 1 / 9 IUT310 (L L L SH - cTYP.~ 12" 10' 12' 1" 14" 19 SIM. x J S1 ~ ~ J m_ iv 14 ~ 51 ..m 10'-101/2"~ - - - _ - - _ - - - - - - - (2) 1 3/4"x11 7/8" LVL (BOT. FLUSH) 1 SIM, S1 (n tV I- ~ (n ~ ' (D ~ ~ I H ;..,i • ~ i (V \ HANGER INTO BOT. CHORD OF GIRDER TRUSS M W/ - - - - - - - - - - - - - HGUO410-SDS3 - - - - - - - - 2x BLOCKING M_NG PLAN NOTES: 1. FLOOR FRAMING DESIGN BASED ON J L,J N CANTILEVER JOISTS LPI 20PLUS (1.5E) I-JOISTS BY I 2' OVER 1st FL. WALL LOUISIANA PACIFIC, UNLESS NOTED. I m 13 2. RLL HANGERS BY SIMPSON STRONG-TIE D. cl G-TIE S1 14'-4.. BE PER CE m UNLESS NOTED (ATTACHMENTS TO BE PER I MANUFACTURERS SPECIFICATIONS) 3. I-JOIST ENDS TO HAVE 1 1/8" OSB I RIM BOARD. B Oro] 4. DESIGN LIVE LORD; 40 PSF ~ 14 DESIGN DEAD LOAD; 15 PSF I oz j S1 5. PARALLEL TO I-JOIST CONDITION TO o TO CE HAVE LADDER PANEL RT SECOND FLOOR I RND RIM BOARD RT FIRST FLOOR. =LOOK C...) 14 6. FLOOR FRAMING SHOWN HELD IN 1/2" I L/2" m S1 ~ oo FROM PERIMETER -SEE START POINT )INT J r~ DETAIL THIS SHEET. 7, LAMINATED VENEER LUMBER (LVLI BASED BASED LLJ o REFER TO SHEET S1 FOR ON THE FOLLOWING MINIMUM PROPERTIES; 'ERTIES: O ~ TYPICAL I-JOIST FRAMING Fb(PSI1 Fv(PSI) E(PSI) 0 DETAILS RND CONNECTIONS 2650 285 1,900,000 v 14" I-JOISTS 8. RLL POINT LORDS FROM ABOVE TO BE ~ SUPPORTED W/ BLOCKING SAME WIDTH D BE Z IDTH H ~ AS CALLED OUT ON FLOOR PLA v MAJOR POINT LORDS SHOWN BY v Lv LL LLJ _ ~ 20'-7" COLUMBI COLUMBUS co C _ ROOF FRAMING PLAN NOTES: 1 0 12 m REV. R _ _ _ _ _ _ N 1. ROOF TRUSS DESIGN BASED ON ~ 1 0 ~ PRE-MANUFACTURED ROOF TRUSSES p _ _ _ _ _ _ N 10 1 BY OTHERS.(RLL TRU55 TO TRU55 2 E ISSUE DATE: - - R _ _ _ _ _ _ _ _ _ _ _ _ _ o is CONNECTIONS TO BE DESIGNED BY ROOF = 3/31/02 REVISIONS: ~ e - ' p - _ _ - ! TRUSS DESIGNER) ~ _ _ _ _ _ _ _ _ _ N 3 0 12 ~ ~ 11 1/4" - - ~ 2. RLL HANGERS BY SIMPSON STRONG-TIE ~ - - - _ _ - _ - I UNLESS NOTED (RTTRCHMENTS TO BE PER R3 0 12 ~n TAIL N 4- N C¢ 0 3 - MANUFACTURER'S SPECIFICATIONS) N - o N ~ is 3. I-JOIST RAFTER DESIGN BASED ON LPI o 0 R4 0 9 ~ - - 20PLU5 (iSE) I-JOISTS BY LOUISIANA N N 5 o PACIFIC, UNLESS NOTED. N 3'-8 7/8" ~ 4. DESIGN LORDS N 0 - - - - A. I-JOIST RAFTERS; 5 ~ C o GIRDER TRUSS 15 PSF DEAD LORD - 6 N 25 PSF LIVE LORD 364 m ' GIRDER TRUSS N - E B. ROOF TRUSSES N fV ~ GIRDER TRUSS GIRDER TRUSS 20 PSF TOP CHORD LNE LORD 6 1/2" o C 10 PSF TOP CHORD DEAD LORD B.T. A ~ - I m ~ TAIL 6 1/2 ~ 5 PSFF BOTTOMM CHORDD DEAD LOAD 7/3/07 ~ TAIL 10 5/8 5. HOLD DOWNS LORD ~ RTO BE CONN CT ED TO D OUB E OP RE w REAR 23'-8" 11 1/4 E E D LE ~ g'-¢" CLEAR SPACE OF WEBS 23'-2 1/2" REAR PLATE WITH R MIN. OF (1l H2.5R TAIL BY SIMPSON OR EOURL, UNLESS FOR LVL THIS AREA FOR NOTED OTHERWISE. 6 TRUSSES R , Al , ~ R2 & GIRDER TRUSSES RRE TO HAVE HOLD 12 DOWNS TO RESIST THE REQUIRED 30'-O" UPLIFT FORCES A5 SHOWN ON TRUSS 11 1/4" 1O pp MANUFACTURER'S DRAWINGS. F 6, LAMINATED VENEER LUMBER (LVUBRSED ON TAIL ~j iv THE FOLLOWING MINIMUM PROPERTIES: 2'-0" 4" ~ Fb(PSI) FJIS~ ESP~IZ.- cnr~ nui (D 2650 285 1,900,OOD B m 7. RLL DIMENSIONAL LUMBER TO BE ~2, SYP. ~ 1 9 1 6 1/2 d. I I UNLESS NOTED. I TAIL 21-0 I m 12 I . 4'-5 13/16" o , ~ 5'-3 3/16" i ~ 10 12 o ~ I I I ~ 4 4 I I 10 I ~ 3 1.. 1., I I ~ Y _ I I In SDS 1/4x6 , , ~ ~ , , o L 5TRONG-DRNE I G I I I m SCREW BY SIMPSON ~ I p) r+ I , = NOTCH TRUSS STRONG TIE OR , I 11 1/4" 3'-10 3/8" Q , ~ o FOR LVL ~ 6 1/2 in E0. ®24' O.C. (TYP.) I ' TAI 3'-~ 3/$" ' . 2x4 PLATE TAIL ' ' L 111/4" ' ~ I I I m ~ PROVIDE (1) GIRDER TRUSS NAILER ~ WALL g O.H, TAIL , m 3 1/2 19'-0 1/2" I - - m m ' IP SET I ~ I 19'-4" - ' ~ I (V C6 ~ 12 scale r=r-a' , C ' m I 5 G R R HIP w 10 1 C I F _ 2x6 RAF ER ' ' = I R 4 I OVERLAY 111!4" o ' 'ti o'' TAIL a 0o I A 3 = , , ' C 4 m u q` „ 2x i CLGn ii i 13'-4" N A C N I N" II ' JO STS n n I ' 4 ~ 0 „1 II n u u I 12 N C ~ n u I o n I I R 1 I u 3n u u ~ ~ 5 ~ 0C 10 ~ o ' 4'-6" 12'-0" 4'-6" 14 5 1 16" 8'-0 9/1 " 5' 8 3 15'-8 7/8' o< i ' O ~ ~ 26 R FTE ~ ~ 1 B , ~ 0 ERL Y I ~ m . I 6 I ~ oo II ~ ' (2) 3/ x7 /4 _ _ _ _ I ! 12 6 1/; co 6 1/2" LV IN RUS W II I 5 , N TAIL TAIL I SP CE LE N ' ' ' ° I' I 1-211 w OF ET R " 3 ~ FO RID B AM = ' 4 21'-O" I II . ~ - - r-- ~i N i 12 ' 1 ' I I u u ~ II " I I L S E GIN RE ~F9 ~ 'I 1 ~ I 10 oc ' L ED UT I I I I II I TO RT H S B I I II ~VERL~RY ' ~ , _ 'HIP SET _ ' I ' " II " ~ o ~ ~ ~ W (4l 3/ " LV ~ ; ~ II o ~ oo ~ ~ L 0 I ° u 3 it I ~ ~ o ~ I II , ~ _ Q m NOTCH TRUSS ~ cc N~; BR . ON II a „ ~ FOR LVL & 1 6 1/2 " LVL ELOW " u ' u „ n I N rv II ~ I„ u 4 I ' 2x4 PLATE N TAIL Q cc = 4 mu p 4 ~ I - I o I II , II I D LE N L N o.. II , II ~ 3 1/2 CDo ' BUILD WALL ON ~ ; I " ;I = _ _ _ _ _ 14'-10 1/2" ~ 4'-2" ~ ~ - I u I" F . 2 6 AF R I ~ m DBL. RAFTER II II , I ~ ~ E L ' ~ 19'-4" ~ - 4 ' - ' Q I I II i - I R RUS 'M' o D ~ DBL. , II ~ I I 1 N L I GIRDER TRUSS 'M1' ~ _ u N r- ~ I u O I 1, II I , 7-2 3/8 N I ~ w I ro q n 2 R TE 3 0 m _ o ! DBL. ~ ,I „ I I m „ ~ 24 .C. I I 4 N N , = 4- v O h- N 5 u_ ' m - N o ~ I ~ 12 3/4 OH. 6 0 N Q ao I o - o - ~ ~ 12 - ~ ~ I T-2 3/8" I ~ n \ W o ~ ~ (V o O N ° O v _ i g GIRDER TRUSS %o O ~ w t o LVL PT.- 12 ~ K Z ~ o ~ LOAD 1 _ O o ~ 0 ~ ~ I I ~ 10 ~ ' ~ ' m ~ ~ I N I - 23 -7 cl: p o , , ~ - DL=518 LB. ~ ~ ! I LL=770 LB. M I f- OL V ~ I I ' n_ i u ~ SCRLE~ 3/16 -1-0 NOTE; GIRDER TRUSS "M" 'M' IS A GIRDER TRUSS LL- W 0 BOTTOM CHORD 70 BE it 1/4" FOR LVL ~ "K" TRUSSES LLJ j , , (2) 2x10 MIN. TAIL = U ~ ~ 20 -4 COLUMBU~ COLUMBUS co 3/4" Td,G FLOOR SHEATHING RE Q~/¶p~ ~ ~p p® 1/Z" SHEATHING, TYP. (NAILED AND GLUEDI C ®~T N V19,~~L L~~~NF®G=$(~~QVB~N~P' SCU-UIE®~J~~ ; • 1 1/8 OSB RIM BOARD, 1 1/8" R M 12,117/0 ATTACH TO MUD SILL WITH OSB I BOARD, REVIS " ~ " NRI JOIST PER PLRN ATTACH TO MUD SILL WITH SEE STRUCTURAL NOTES THIS SHEET lOd LS ~ 6 TOE-NAILED TIGHT TO RIM BD. lOd NA • FROM OUTSIDE FACE. ILS ~ 6 TOE-NAILED FROM OUTSIDE FACE. JOIST PER PLAN. SOIL EQUIVALENT FLUID PRESSURE = 45PCF FOUNDATION ANCHOR i 3-10d NAILS PER IST REINFORCEMENT SIZE DRMPPROOFING ABOVE TOE-NAILED, TYP. PER SCHEDULE. WALL HEIGHT d, SPACING, C/C MAXIMUM GRADE FULL DEPTH T-JOIST BLOCKING (~OF COURSES) UNBALANCED TYPICAL DAMPPROOFING ABOVE ®24" O.C. TIGHT TO RIM BOARD ~8 ~9 X10 kli FILL HEIGHT GRADE GRADE AND RDJACENT JOIST. GLUE ~ NAIL T-4" 72" 72" 72" 72" 5'-7° ~ TYPICAL TO PLYWOOD ~SUBFLOOR W/6-6d AIL (11 COURSES) ~ GRADE COMMON NAILS, - 8'-0" 72" 72" 72" 72° 6'-3" az COURSES) FOUNDATION ANCHOR rn T 8'-$" 64" 72" 72" 72" 6'-11° WATERPROOFING, TYP. PER SCHEDULE. N m (13 COURSES) 3-lOd NAILS PER EA, :;BLOCKING. 5 TO ~ TOE-NAILED, TYP, , OF REINF, 5 TO OF R NF (NO BRICK) REINF. PER SCHEDULE EI GROUT SOLID. rO^ Cc O V J O SOIL EQUIVALENT FLUID PRESSURE = 60PCF (NO BRICK) REINF, P R W E SCHEDULE RTERPROOFING 8 CONC. CMU w W Z co n 4~• REINFORCEMENT SIZE GROUT SOLID. o•``°'~•~'(E 0'F MAXIMUM ~P ,„,...........ti\/~'j OF0 ooma0" WALL HEIGHT 6 SPACING. C/C UNBALANCED FILTER MEMBRANE g c OF COURSES) SEE SECTION 1 ~ ~ ;~i0• zQ JJAMiN ' N W I$,", ~8 #9 °10 X11 FILL HEIGHT II /gENJ 8 CONC. CMU ~~N'• - FOR ADDITIONAL r W 7'-4" II II II 24" MIN. GRA INFORMATION ~ ~ CC W. - m 'SELL - 4U (11 COURSES) 72 72 72 72 5 7 VEL „ ~ ; RUSSELL AROUND FOUND. p ':;q#E-GG937 r' W g'-O" INTERIOR p ~ i6937p _ (12 COURSES) 56" 72" 72" 72" 6-3" WEEP HOLES X16" O.C. MAX. _ Fy ~.~''•~G~ s ITS~~` I II o n~ ~ l'~ , STE 48" 56" 72" 72" 6'-11" ..v , • ° ~ . iv 3/4 1-0" ,~h _ / ~ (13 COURSES) ~ ~ , ~ ~NAI. . F. THRU-WALL • . WEEP TUBES . • F 0 0 3 1/2 CONC. ; ~ " + o . ° ' N SLAB BRICK iT..; ! , • VENEER CONT, 8x16 ~ , • • •'o •'o T tR ~ ~ ~ : ~l tw CONC. FOOTING ~ • ~ - • . ~ . , F®CJN~ATI®N ~?NCD-I®!~ SCI-'I~®L.DLE . • ° , . ' ' 1 1/8 OSB RIM BOARD, ~ ' ' • ~ ^ i ATTACH TO MUD SILL WITH ~ ~ `',10IST PER PLAN ' ~ ' 2X6 SILL PLATE TO ~ ~ ~ " , SOIL EQUIVALENT o0 4 GRAVEL lOd NAILS ®6 TOE-NAILED ~ . ~ 45~ E~ FOUNDATION WALL FLUID PRESSURE BASE FROM OUTSIDE FACE. ~ Mr 1 ATTACHMENT COMPACTED SOIL „ ~ ~ d 4 HIGH AROUND 1 0 FOOTING, TYP. MIN. 5 1/2" TO 1/2" DIA. ANCHOR BOLT t~ 48" O.C. . c4" G s OF REINF. FULL DEPTH I-JOIST BLOCKING ~ 24 O,C. ' 24" O.C. NT JOIST. 45 PCF ED E DI 7ANCE RND 5 MIN, EMBED) CONT. 3" DIR. PLASTIC (TYP. ~ BRICK) TIGHT TO RIM BOARD AND A[JACENT JOIST. - OR GLUE & NAIL TO PLYWOOD SWBFLOOR W/ -6d 10R W/P-6d 4 3IMPSON MRSB OR MAB15 ®24 O.C.. PERF. DRAIN TILE ~ TO SUMP / ~ _ ~ COMMON NAILS. 9 4'-1-0" • 3-lOd NAILS PER EA. BLOCKING, . TOE-NAILED, TYP. TYPICAL i/2" DIR. ANCHOR BOLT ®32" O.C. 1 1/8" OSB RIM BOARD, GRADE 4" CMU - 60 PCF EDGE DISTANCE AND 5 MIN. EMBEDJ ATTACH TO MUD SILL WITH OR lOd NAILS ~ 6" TOE-NAILED SIMPSON MRSB OR MRB15 ®16 O.C. FROM OUTSIDE FACE. 8 CMU FOUNDATION ANCHOR , BRICK PER SCHEDULE. VENEER REINF. PER SCHEDULE SEE SECTION 1 MAXIM M MASONRY FOUNDATION WALL HEIGHT = 8'-8" R FOR ADDITIONAL - G OUT SOLID. INF RM ' MAXIMUM.UNBALANCED BRCKFILL HEIGHT - 6-il 0 ATION SIMP50N MRSB NOT ACCEPTABLE WITHIN DUBLIN 1 GROUT COLLAR JOIST PER PLAN JOINT SOLID TIGHT TO RIM BD. ' arms _riurai NDres 5 1/2" TO 3/4"=1'-0" cENERRI.t OF REINF, L THE STRUCTURAL. NOTES RRE INTENDED TO AUGMENT THE DESIGN DRAWINGS, SHOULD DISCREPENCIES (TYP, ®BRICK) 3-lOd NAILS PER JOIST 2 THEE CO(~RETE M 5(aVRY~IAVIT~FOUI~RTION WALL' L~IGN N~EREWTTTH~IS BSRSED fNJ ONE AWED TWO STORY TOE-NAILED. TYP, 1/2" SHEATHING, TYP. 3/4" T&G.FLOOR SHEATHING RESIDENTIAL CONSTRUCTION WITH LORDS DISTRIBUTED ALONG FouNDRnON WALLS, ~ (NAILED AND GLUEDI 3. SHOULD CONFLICTS ARISE BETWEEN SITE CONDITIONS RND ASSUMED DESIGN CONDITIONS ENGINEER 4" CMU 1 1/S° OSB -RIM BOARD. 2 SHEATHING .UED) SHALL ~ NOTIFIED PRIOR To PROGRESSnVG WITH waRK ATTACH TO MUD SILL WITH ~ 4, IT IS SOLELY THE CONTRACTORS RESPONSIBILITY TO FOLLOW RLL RPPLICRBLE 5HFETY CODES RND RECULRnoNS DURING RLL PHASES OF co(NSTRUCTroN. FOUNDATION ANCHOR lOd NAILS ~ 6 TOE-NAILED 5. T1£ CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSDONS RND CDNDITiaus RELATING TO TYPICA EXISTING CON5T'RUCTION RND EXISTING SERVICE ON THE SITE L PER SCHEDULE. FROM OUTSIDE FACE. JOIST PER I PLAN 6, TF~IEI~ TTORAPCR~R~S~ ~IC~ IIVENT DIMENSIOWS WITH THE ARCHITECTURAL DRAWINGS GARDE TIGHT TO RIM BD. Z 7, DE5TGW BASED QN 3/4 TaG PLYWOOD SUBFLOOR GLUED RND NAn.ED f6d a 12" oc. RND HEAVY DUTY REINF, PER SCHEDULE D. CONSTTUCTION ADIIESND STAPLES RRE NOT RCCEPTRBLE IN LIEU of NRI.S. 8" CMU GROUT SOLID, HOLD SILL PLATE Foorl(NGS: N OUT 7/8" 3-lOd NAILS PER IST L FOOTI GS TO BE CONTINUOUS 8'7(16" CONCRETE FOOTING FOR fI" CMU OR RS SHOWN oN DRAWINGS. SEE SECTION 1 'ER IST Q CONCRETE SHALL HAVE A MINIMUM 28-oRY COMPRESSIVE STRENGTH OF rc=25DD P5L ~,ssuMEO THIN BRICK APPLIED TOE-NAILED, TYP. ALLOWR&.E SOIL BEARING PRESSURE OF Fb=2000 P5F3 FOR ADDITIONAL FYP. 0 MASONRr INFORMATION TYPICAL 1. MASONRY MATERIALS 0. MASONRY (bNSTRUCnON AND MATERIALS SHALL CONFORM TO REQUIREMENTS f]F RCI GRADE 5301.05/RSCE 6-D5 'SPECIFICATIONS FOR MASONRY STRUCTURES" B. HOLLOW RND SOLID LORD BEARING CONCRETE MRSONRI' UNITS - RSTM C90 - NORMAL WEIGHT. MINIMUM COMPRESSIVE STRENGTH 1900 P5L $/4'-1'-0" C. CMU UNITS TO ~ LAID IN RUNNING BOND PATTERN. 0 2. MORTAfQ FOUNDATION ANCHOR ~ R RSTM C270 TYPE S. 1 ANCHOR B ALLOWABLE FIELD -MIXES (BY voLUMEI WATERPROOFING, TYP. PER SCHEDULE. CEMENT-LIME 1 PART PORTLAND CEMENT, OVER 1/4 TO l/2 PART HYDRATED LIME, JLE. SAhD = 2 1/4 TO 3 TIMES TFIE SUM OF THE SEPARATE VOLUMES OF CEMENTITIOUS MATERIALS. ~ MASONRY CEMENT 1/2 PART PORTLAND CEMENT, 1 PART MASONRY CEMENT (TYPE N1, 1 1/$" OSB RIM BOARD, „ a SAND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPARATE VOLUMES of CEMENTITIOUS MATERIALS. ATTACH T M 5 TO a:4 A. RSTM C476, MINIMUM ,2e-DAY COMPRESSIVE STRENGTH 2000 PSI. O UID SILL WITH & BLOCK RT BERM BEARING. PILASTER, RND POINT LORD LOCATIONS TO BE GROUTED SOLID OR SOLID lOd NAILS ~ 6 TOE-NAILED OF REINF. z0 BLOCK FOR z co(~RSES BELOW BEARING. FROM OUTSIDE FACE. (NO BRICK) REINF. PER SCHEDULE C. CONSOLIDATE GROUT RT TIME OF' PLACEMENT SO AS TO FILL ALL VOroS RND INTTJt5TICE5. JOIST PER PLAN SCHEDULE Oil CONSOLIDATE GROUT LIFTS OF 17' oR LESS BY MEANS OF PuoDLING OR MECHANICAL VIBRATION. GROUT SOLID. :D. m RF ERINnIRL WFlTER LOSS RND SETTLEMENT HMR OCCUR~REa~" ~TI°N AND RECa~so(.IDArE HOLD SILL PLATE FILTER MEMBRANE a RCCEPTRBLE GROUT FIELD MIX: (BY VOLUME) 1 PART Pf)ftTLRND CEMENT. 1/10 PART HYDRATED OUT Q LIME. SAND = 2 1/4 TO 3 TIMES THE SUM OF THE VOLUMES t>F THE CEMENTITIOUS MATERIALS. FULL DEPTH I-JOIST BLOCKING ~ 24" O.C. = 8" CONC, CMU SLUMP TO BE BETWEEN 8" TO SD', 4. STEEL RQNFORCEMENT BRR EQUIREMENTS THIN BRICK APPLIED TIGHT TO RIM BOARD RND ADJACENT JOIST. 24" MIN. GRAVEL U ~z 0. ASTM 8615. A996 - C>0, B. PLACE VERTICAL REINFORCEMENT ERRS A5 SHOWN. ERRS SHALL BEGIN RT THE MAXIMUM SPACING GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d AROUND FOUND. sHOwN FROM ALL FULL HEIGHT MASONRY WALL coRNERS, TYPICAL COMMON NAILS, INTERIOR .z GRADE WEEP HOLES 16" O.C. BAac ~u-~ 3-lOd NAILS PER EA. BLOCKING. ~ . , • o , 1. PROVIDE 24" OF FREE DRAINING GRAVEL MATERIAL (WRSFIED • 57 STONE OR E0.1 ABOVE TOP OF FOOTING • (V S 16" O.C. ~ BY THE WIDTH OF THE EXCAVATION. TOE-NAILED, TYP. • • c . ° 2, PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MRTT'RIFlL AND BRCKFILL MATERIAL ABOVE, THRU-WALL ' ' ' • ' ~ 3, BRCKFILL 24" ABOVE TOP OF FOOTING TO FINISHED GARDE MRY BE RNY NATIVE SOIL WHICH IS FREE OF • ` • e ~ F=O'-O" ~ " f DEBRIS, ORGANIC TOPSOIL, RND ROCKS OVER 6" IN SIZE BRCKFILL SOIL TYPE SHALL YIELD R SOIL FOUNDATION ANCHOR WEEP TUBES , , to 3 1/2 C 3 1/2" CONC. EQUIVALENT FLUID PL~SSURE LESS THAN OR EOURL TO T}IE PRESSURE USED FOR DESIGN t>F THE MASO•RY 5 TO ~ PER SCHEDULE. AT 48" 0/C . o. SLAB WALL. OF REINF. ~ ' SLAB 4. FOUNDATION WALLS TO BE PROPERLY BRACED PRIOR TO BACKFILLING OPERATION. BRACES RRE TO REMAIN CONT. " " ' ~ IN PLACE UNTIL SUCH TIME THAT THE FRAMING RND FLOOR DIAPHRAGM ARE IN PLACE AND THE MASO+RY (NO BRICK) REINF. PER SCHEDULE 8x16 , . ~ , , ~ . • ; , • , , . , WALL I5 BRACED PER PLRN, GROUT SOLID. CONC. FOOTING ° • ~ • ' WOOD FRRMING~ ~ e ' • ~ • 1. FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST WATERPROOFING 8" CONC, CMU • ~ , ; • 2, NAILS RRE BOX TYPE (0.131'DI0.1 UNLESS NOTED OTHERWISE TOE-NRILED CONNECTIONS TO BE PER ' v ' • • 2001 RF6PR ND5 REQUIREMENTS. o0 4 GRAVE o 4" GRAVEL FOUNDATION ANCHORS BASE BASE { L MUD-SILL STRRPS~ INSTALL PER SCHEDULE ABOVE.(5TRINLESS STEEL. OR G165 GR(.VANIZED IF USED WITH SEE: SECTION 1 COMPACTED SOIL , „ PRESSURE TREATED LUMBER) FOR ADDITIONAL 4" HIGH AROUND 1-0 2. ANCHOR BOLTS 1/z' DIAMETER WITH 5' EMBED. GROUT SOLIa R.B TO PROJECT 2 t/7' ABOVE TOP of INFORMATION FOOTING, TYP. MIN. FOUNDATION WALL. BENT BRR fL OR Jl, HEX HERD. OR PLATE HERD RRE ACCEPTABLE (STAINLESS STEEL OR W t G185 GALVANIZED IF USED WITH PRESSURE TREATED CONT " W i . 3 DIR. PLASTIC ~ P ERF. DRAIN TILE r 6 ~