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07201154 Permit File City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 24 Jun 2008 Vendor # : Vendor Name: Trio Custom Homes From Department: Building Address 1: 2602 Oakstone Drive Address 2: Finance/Purchasing Use Only: City: Columbus State: Ohio Zi : 43231 Unit of Account Item Quantity Measure Description Number Unit Price Extended Price 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 5816 Glendavon Loo 4 Permit No. 07-201154 $1,000.00 $1,000.00 5 6 7 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 4,n C9 Department Head Approval Date TOTAL $1,000.00 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 r~ This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: 58l6 PERMIT NO.: 7l ZO//Y f BY SM th*eZIIWc ' FINAL INSPECTION DATE: d6f/6 D~ 0e n i Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VfI DD 614/410-4670 Ian OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between :7!je C~ %4c['~' (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and -74&. 9414./ (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: Building Permit No. _0,2-J~7PS-4 , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) pi- 1,4 i 2X9 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA_PER_SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval 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. 4-5 Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Please Print) tJU4, ~N-f Owner/Occupant Date Owner ccupant (Signature) (Please Print) r8 116 7 u Dublin Date Cpl \\DUBLINDATA_PER_SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type ty Application # 711r;`116V Date 121J947 The undersigned inspectors checked your property at -5-90 for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS AW1170NIft 6?e,969V W rRX7Z0 )W /~g lays /WW O/W or 17hs 111(16°-i7k kid l~ 6 -171r- Rftallw'r- rl%gs S16V eff )'WM Goa h)V4 ~AAIIJI IZOV4 z /i~F 15 1r Q 2 1 MVViT1Wa ~fi~flLIL -FaA FIA141- Q"(1A&2_-~ 900 )~X" lirr = la~L av ? APPROVED ? DISAPPROVED By 5z hk& ~m~, CONDITIONAL 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: Company: Site: GLLaL04-0w7 1-0,;)P (Provide lot P of Lot) Lot No: Application No:7-z22'115q Subdivision: Sl-k- ~ 7 PLEASE 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) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (O (Ord. 40-98, Sec. 53.090 (G)) .R.C. 723.011) ?14. Adjust Watch Valve to Grade 6. Replace Damaged Asphalt (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) t~5,rt ?17. Driveway Exceeds 8% Maximum Slope Replace Sidewal ikepath (Policy 98-019) (Ord. 35-74, Sec. t 1 ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final p&pr rove for to reques 'ng an Occupancy Inspection b;the Building Div' ion. Inspection st rap Inspector: (11~(Ynvm an Date: V .1 Re-Inspectio ? Approved ? Disapproved Conditional r(1 71 -2 Inspector: Date: Id- ~ V Engineeri nspection WHITE - Site YELLOW - File E 304 rev. 12104 PP 104301 SIERRA FUNDING GROUP DBA TRIO CUSTOM HOMES THE COLUMBU OHIO 43216 2602 OAKSTONE DR. 25-2-440 COLUMBUS, OH 43231 s p a PAY TO THE ORDER OF t t)- DOLLARS lof' L - /MEMOS tov f'J, y G jln 11§010430111 1:0440000241: 0 l89 2 3 5 346911' Building Permit No.: 0 / - ~ 011, Project Address: 513R,- 6 je-/)C -0-V yn Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation 1,11,67 ~pn 5 Underground Sewer i Footing f ?T61 A Final Electric Foundation 20 07 N ~ (T /Nk e /ff Final Steel Plumbing Foundation aZ OX - +47W- Final HVAC ti 1-7(01 Radon 613,1107 /h~ Sdf Final Gas ti g-0? wir l G~, O-lu Preslab Piping Rough Engineering Electric (CWA) ' Engineering (Pre-Sod) Electric Service Final Rough Engineering Plumbing `13 e ~S Gas Piping 911+ 01 (Rough) Rough HVAC a I OZ IyfA ~~r Final Zoning Fireplace 01 ~19 Zoning Rough -01 Occupancy / x,,+91 PA - ff-i°P~671~iL ~D, Framing ~(141 DA , ~Z,~I&d7 $ SGtf q~qo~ ~ ~ ~6`~ Sft` 41 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 TRIO CUSTOM HOMES 2600 OAKSTONE DRIVE COLUMBUS, OH 43231 _ June 03, 2008 RE: Expired Conditional Occupancy Approval Application Number: 07-201154 Address: 5816 GLENDAVON LP Dear TRIO CUSTOM HOMES: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval expired on April 18, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final Engineering and Building inspections, please call the Inspection Line (614-410-4680) to schedule the inspections immediately. Make sure all paperwork is on the jobsite prior to the inspection. Please be advised of the following from the Dublin Codified Ordinances: 150.158 FAILURE TO COMPLETE WORK Failure to complete the work authorized by the permit or any extensions thereof shall remelt in the permit being invalidated and, if any construction has been started and has not been completed, the applicant or owner shall be in violation of the building code. C80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999 Please contact this office immediately (614-410-4670) so that we may assist you in bringing closure to this project. Sincerely, Jeffrey Tyler Chief Building Official CC: PROPERTY OWNER 5816 GLENDAVON LP DUBLIN, 01110 43016 0eA Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and .]pF;,. jC_/ (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who mutually agree and covenant as follows: 1. The Project Manager/General Contractor, who is constructing a new premises at: Building Permit No. d7-~DI/~ , has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement. 5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown by (date) lout. 1,5 j'ZW1 and further agrees to release, hold harmless and indemnify the City and its agents, assigns and employees from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approval Agreement. 6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the premises, and further agrees to release and hold harmless the City, its agents, assigns and employees from any and all liability that might arise as a result of occupancy of the premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \\DUBLINDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval 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. 4464 rX ,fJog- ire fZ5 - lit Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Please Print) Owner/Occupant Date Owner ccupant (Signature) (Please Print) c - ty Dublin Date \\DUBLINDATA PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doc Page 2 of 2 Updated 4-02 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type Application # 7219)16 f Date z The undersigned inspectors checked your property at X1014 &L-W MM for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 100z)X f elt M66je V 4,Prtxl . W /z.4 Guys 1%91k) DW er nhs 111(r1q;ra0U Pled Alb i ffili~ 45 LrZN11 L~1~ - ? APPROVED a DISAPPROVED By ONDITIONAL - 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: Company: Site: l 1,04-Von / 0 d LO (Provide lot P of Lot) Subdivision: Sl-k-W+r7 Tle Lot No: Application No:T - _5q • D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter U10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11-. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, 'Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk (Ord. 7-75, See. 150.039(J)) 5. Erosion Control/Sod or Seed v r' - (O.R,C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Mainline/Fire 'Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan Replace Damaged Curb, 5 ft. 'Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) r1,y5,n ?17. Driveway Exceeds 8% Maximum Slope Replace 9W Sidewal ikepath (Policy 98-019) (Ord. 35-74, Sec. not ? 18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-Inspection when work has been completed. The Engineering Final Inspection =(-`~rVWMe i r to reques ng an Occupancy Inspection b;1he Building Dlv ion inspector: Date: __W P7,9 Re-Inspectio . ? Approved ? Disapproved Conditional 0 J D -71 Inspector: Date: Engineeri nspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP 104, SIERRA FUNDINGbROtlP a THE HUNTINGTON NATIONAL BANK D, A TRIO CUSTOM HOMEr COLUMBUS, OHIO 43216 2602 OAkaf6 E DR. 25-2-440 COLUMBUS, OH 43231 C PAY TO THE a ; ORDER OF _ L ' 1 Y~/ ~(A44 t~ w o e- 11~ l KF ~ i l t t'NO C~~ DOLL}WS • MEMO u'p L0430u' 40L,1,0000241: 01892353469,12 Building Permit No.: 0 / - //5 Project Address:-513A,- Date AP DA Ins Comments Inspection Date AP DA Ins Comments Inspection n Plumbing Insulation 1,11.07' Underground Sewer Footing d7 Final Electric Foundation u' b7 N /jwr e MKS Final Plumbing Steel Foundation ez Final HVAC N 27(01 S Radon 3o`p7 P Final Gas C~ -07 p1w Preslab Piping Rough Engineering Electric (CWA)` Engineering (Pre-Sod) Electric -1 Service Final Engineering Rough Plumbing Gas Piping 411 (Rough) Rough HVAC 411101 fW Final Zoning Fireplace R? Zoning Rough Occupancy n, pfj Oh- WN-11 AV Framing x,1141 DA SHIP i 1?~Ig 07 S PIP" Y CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 TRIO CUSTOM HOMES 2600 OAKSTONE DRIVE COLUMBUS, OH 43231 March 17, 2008 RE: Conditional Occupancy Approval Nearing Expiration Application Number: 07-201154 Address: 5816 GLENDAVON LP Project Description: SQ FT 5574 Subdivision/Lot BALLANTRAE 6-1 #508 Dear TRIO CUSTOM HOMES: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval will expire on April 18, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final inspections, please call the Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure that paperwork is on the jobsite prior to the inspection. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, Jeffrey er Chief Building Official Now 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: Company: Site: ~k) 4 V00 /_0 ?D iD (Provide D i lot P of Lot) l 1 _ Subdivision: L Lot No: Application No:7" PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection ApprovedVioiations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) o k 1. d Manhole ~/p8 anhole e Throat (Sanitary/Storm)2sA ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(p~~}} 51 Z31a8 +~~d5 Improper Grading Adjust Cab 4 a ervice bo t rade ~A art (Ord. 7-75, Sec. 150.040) o ~q 4. Adjust Inlet to grade ! ?13. Clean Street/Clean Sidewalk 5. Erosion Control/Sod or Seed IC3 jV'+~ (Ord. 7-75, Sec. 150.039(4)) (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) ek- ~ Ad'us atch Valve to Grade ? 6. Replace Damaged Asphalt ainlin re Hydran 'v'sf'~ (Ord. 35-74, Sec. 97.37 (A & B)) .~'/S a8 ? 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))ee ?17. Driveway Exceeds 8% Maximum Slope 1Wplace C sd Sidewalk/$~ (Policy 98-019) (Ord. 35-74, Sec. 51.04) V k 1 V ?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 " proved for to request ng an Occupancy Inspection by the Building Division. Inspector: Date: i L ! ;.~°Re-lnspe ti pproved 5161sapproved ? Conditional Inspector: Date: TZ U L Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 P E Y O~ 5750 Chandler Court Westerville, OH 43082 X E-Maif, hoyssinc@aol.com v' Pkone (614) 895-1922 +H` I 1 + Order No. Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 I N ~ CERTIFIED TO V10 CU5TOM HOMr5 COUNTY OF MAMIN LENDER P.B. 108 PG. 91 OR./D.B. PG. BUYER SCALE 1" = 20' DATE 10/ 18/ 07 DRN n5W CH IN12ICATE5 IVON PIN 117,63' 939.90 ; 938.50 938,6 939,9 I 20' FA5WFNT I 25' NO PULn ZONE I I r-- I 1 I I I I I I I I I I 1 1 I I II ~ 1 ~ Q O ~ 1 z 08 MLANTW 5MON 6 PAkf 0 II N I 'I PUMIN, OHIO I z IN -0 1 ~ I ~ I ~ '1 943.7 941,7 943,60 ~I4.2'! 941,50 21,4 O I ~ I I ~ 2 STOr?Y N 5 07 5TONF & MAA9 I I I I I Imo II 11,8' 6.5' 13,1' 2,0 I I 00 00 it 29.0 i CONC'~T~ p01?CN ° K` 942.4 21.9' - 942,50 i 25' l31 26. UINF 11 1 945.60 ` --,---942.9 CONCPM 367, 20' ~A5~M~NT 25h' nf?I x«~ v 940.00 88,89' 941,70 INIACM5 U, NAL~ `941.7 2' 5112MU M5~, 9400 6L~NPAV~N LOOP 5O 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. THIS PROPERTY IS LOCATED IN OF STEVEN FLOOD ZONE X * H J. 39049C COMMUNITY PANEL 7313 - 01086 DATE 8/ 21 95 gy VE PAGE rS ~WIO'f l elv 7, Zc/f fir{ T C 7,., L It 4787 "A.~.Puu Tr -El Job Truss Truss Type Qty Ply 8DT08562 E ROOF TRUSS 4 1 Job Reference oral Stark russ, Ile Oldo, 6. s Nov 1 ek 1 ustries, Inc. Mon Sep 1716.39.--4-9250-7-151 4410.8 5-104 11-8-0 0.10.8 &1060 &10.0 4x8 = Beak • 1:27.1 3 2X6X(CUT TO FT1) SYP 02 10.00 pff SCAB EACH FACE W1 9 8 STUB TOM L5" 3x10 11 3x10 I I 4 2 1XI 10 6 11 1.5x4 II &10-0 11$0 &10-0 &10-0 Plate Offsets (),YI: [2~444,Edgel LOADING W SPACING 2-0-0 CSI DEFL In (loc) Udell Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 VaM.L) 0.04 54 >999 360 MT20 197/144 TCOL 10.0 Lumber Increase 1.16 BC 031 Vedn) -0.05 54 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(rL) 0.01 5 Ma Na BCDL 10.0 Code IBC2003/TP12002 (Matrix) VNIght:39lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purbns, except end BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (INsize) 7=48M.3-8,11=4M.5-8 Max Horz 7-194(LC 10) Max Up8fl7=-115(LC 11), 5-46(LC 12) Max Grav 7r487(LC 3), 5a609(LC 3) FORCES pb) - Maximum CornpresslonlMaxirnurn Tension TOP CHORD 12=0/83, 25=436/112, 84=-427/116, 341--~{2I/M, 3 -053/137, 2-7--629/198, "-464/147 BOT CHORD 740=271324, 6-10&271324,641--27/324,541--27/324 . WEBS 34=0/241 SEE ORIGINAL ENGINEERED DRAWING FOR 14170 NOT SHOWN HERE. REPAIR PROBLEM: STUB TRUSS 1.5" ON RIGHT END AS SHOWN. REPAIR SOLUTION: USE CARBIDE TIP BLADE TO CUT TRUSS TO ENSURE ALL REMAD41NO LUMBER AND PLATES REMAIN INTACT AND UNDISTURBED. SCAB 2X6 SYP #2 AS SHOWN USING (3)10dNAILS INTO INTERSECTING CHORDS AND 10d NAILS aQ 3" O.C. THROUGHOUT RM AI NDER OF END VERTICAL. `'tt~941tlilfl~Alj, e• Moo * ELA. • S T i GR~E_EEN~BErRG - ~ f • Fes{ iJ z • ti ~r~ !?!l~tttt~~~ Date: 9117107 Wanting!-Verify design p-ders and rend notes before nse This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Skmdrvd for Metal Place Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice forHandling, Installing & Bracing ofMetal Place Connected Wood Trusses from Truss Plate Institute, 583 D'Onof io hive, Madison, WI 53719. 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 . . . . . 07-00201154 Date 8/15/07 Revision number . . . . . . . 1 Property Address . . . . . . 5816 GLENDAVON LP Parcel Number: 274-001254 Alternate Address: BALLANTRAE 6-1 #508 Tenant nbr, name . . . . . . SQ FT 5574 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRIO CUSTOM HOMES Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 540.00 Plan Check Fee .00 Issue Date . . . . 8-1.5-07 Valuation . . . . 0 Expiration Date . . 2/11/08 Qty Unit Charge Per Extension BASE FEE 140.00 10.00 40.0000 RES BLDG PLAN REVIEW 400.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/11/08 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 20.0000 RES HVAC 200.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/11/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/11/08 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 . . . . . 07-00201154 Date 8/15/07 Revision number . . . . . . . 1 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/11/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Site plan does not scale correctly. 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. SAWCUT 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 Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201154 Date 8/15/07 Revision number . . . . . . . 1 Special Notes and Comments frontages. Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2600.00 .00 .00 2600.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5744.00 .00 .00 5744.00 Grand Total 8344.00 .00 .00 8344.00 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. R V 2 6 2001 DUBL N JUL-25 2007 16'01 City of Dublin B C1 Dr OF 6147616566 P.02 AppLIcATION FOR BT-MmrsG pFY.tvflT nerac,alirt of 0>v~ a. • Palle arrvic~ 'lai€ mfm i5 pror~ded DY Ibr liatlahu, Lam/ THrt? Pldcn PFRArrNUMeirtt ©7 - a Iseued tt+ cJhio Undrx Avthorny of w p~~} Number oC ~ o 0 l °2 S, ju Attdrmrc TuxiaA Distriet T' cj~ U is' Addreaa of PtoPer4, I C n 6 I1 o~ e. Subdivisi= a L I vl~ a / > 3 MOW 4 a; n r S Numbers 6 ApplictrtJr'G Name' T t S 0 vh pax embus 6 / Emmi Addr%ss: O ( C©~ r y gy %.^r o Cv J tot- Ac h Pp ` -V?t.Io J: k i tl 7 ? ? ~l QwJler'RN mIIC; D l Address: Phone Numbpr. Deaignar a NamPS l I( as Ar1Qres5: v U m ~ e phone Number. Bw1dG'a T7ame; AddrOlls; B,»irini 51D 3 0 0 d p U - be Improvement Gv~, Type of- tut: P S ! Ira Number of C APYliaocca per Unir- IQurnbor of Bedmnm8: Heou11g Fun1 Q S ,'c Garuge Num1w of Bart ; 3. S $cwuge Diapc>Ral: PV b ,3 ' Water Supply: _PU 6l J e- TlumbcrCarGsrt+ge: l;<uilding Height; 3 1- Zoning ~~~3511iltling Z S Lot Area % 7, Sq $ Unhtli9twli gaserntmt f ~S / Total % Occupied by Slnrohrre 1 S ~G 9 Finished Bwel to O Lc a Level 0 Front 5ethaDK 2 6 i t~ Prrxrr 16 a s - /(v1s Jun, setheoJr 7 3 ; , 2114 MIX 6 P y / Er q Wt Sctbock 3c) 03 e 314 Yl= p a q. 0 7 a othm O j S GmaSe Ll~Q t rn VVidllr at Duildierg Lille Declrnr..cd 1n Porch o zoning Distrit, Jjrmti Sgitaro Feet Ts -2 Y U gariGting Usr, of PrupUW ko •Buildins Area gr Crtuuud Lcvcl a S ` ] Yas 3 3 0 rlooa plain Livtng A LX-- w11L Al rha le. r arnM YAM of ad wa.,vO.ea do FrMm d and m eomplY ymlds 1-.by W- y Obia D1,d ~1c r~rdi0oa n<aai PaJrU n bvltMna aa0 hIDlJur.+. .ad to ~dnrl the DrW~xcd E iwwir P.di^1°e ,he PIAMRS,dip zMdwcI P=n" d ar.+rn~*~Mrn~nStem:p+Wv~'daiwaMliDDUauwnlmcs ~i{j~irwoleRwds A-rMllh, Lid .crab dv~ ~ i^fmm9W~ and a sa pvm o YpPldtlD~, ih°"'.C° y~ t,ce.raw.taoadedwa~aadwn~, MO d ~d . to Sipco tare of APPIic= / nacre Rr~ rived DacpAmved Date Reeeivtxl ( V / Dote Apprrn~ed D 'i' ~ riare Yaa ~-/5-7 / e ~ team Anthutity zomn8 oiftw ?)as 2xaminer r_ 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 C v Application Noa 7- c N a ~ m m Date Reviewed 1172 a c a Plan Reviewer's Comments & Notes Reviewed By o o Z C a a U rn B -a Approved Disapproved o 0 N Z c OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads ? Houses over 3,000 Sq. Fi. Ordinance Stair Risers & Treads ? 7 3/4" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination ? R311 R3 1 2 Handrails & Guards ? R303.1 Light & Ventilation Schedules ? Schedules Required on Plans; houses, additions and Isunrooms R306 Sanitation - Fixture Clearance Figure 307.2 R307 R308 Required Safety Glazing R309 Attached Garage Fire Separation / 1318" s. c. or 20 min. door and 5/8" gyp. Bd. Type "x" on all common walls per City Ordinance R310 Bedroom Emergency Egress / 5.7 sq. ft. (24" net hgt. 20' net width) max. window still hgt. Of 44" a.f.f. R311 Exits ? R311.4.2.1 Interior Doors Bath 2'4"x 6'8, habitable space 2167x 6'8"(min) R311.4.3 Landings f~ Minimum X x 3' R311.2.2 Understair Protection ? 1/2" gyp. Bd. Type X" R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime electric/battery ? pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) ? R403.1.6 Foundation anchorage ? 112" anchor bolt @ 6'0" ec;7" into masonry & concrete R404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for . ? houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans ? Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing d 1 1/2" for wood & steel/3' for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST C a _0 w, a co a, ar d ° o` m JQ U ~ v ct r„ c v Z° .2 •O c Plan Reviewer's Comments & Notes d a N O ' O Q H Z N > C d R503 Floor sheathing R(402.2) ? R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers R602.10 Wall bracing R603 Tables 502.5(1) & R502.5(2) Steel wall framing R703.7 Masonry veneer ? R802 Wood roof framing R802.3 Tabfe 703,4 Framing details Show truss profiles on roof plan R802.4 Allowable ceiling joist spans R802.5 Rafter ties, joist not perpendicular to rafters Allowable rafter spans R802.10 Roof trusses R807.1 ? Stamped engineered roof trusses required at framing Attic access inspection R1001 Masonry chimneys 22"x30" Factory built chimneys Spark arrestor with rain cap per City Ordinance R1003 Masonry n cap R1002 fireplaces Spark arrestor with rai R1004 Factory built fireplaces R 1005 L/ Table 1003.1 & Figure 1003.1 Exterior air supply M1701 Combustion air R602 . M1701.1 Stud size & spacing 5a cubic per 1,000 blu/h Table R602.3. >(2) Front & Back Form Revised 04/12/05 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 20115~j 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: TRIO CUSTOM HOMES Subdivision: BALLANTRAE Lot Number: ?508 Address: 570 16 GLENDAVEN LOOP Approved Foundation Elevation 944.6 Feet above mean sea level. Actual Top of Foundation 944.65 Feet above mean sea level. r s Professional Seal: Or 41 7313 Signature of Surveyor: 8/21/2007 Date This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. y CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. 0e-~- a01 / b q Date g z4 ®'IVew ? Remodel MIlesidential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address ZT14, Z-WJ0 Parcel No. Subdivision/Project Name Lot No. SVO ~4t y~e6 17f" 49/ Owner's Name Teleph Contractor's Name ti Telephone( 6 Contractor's Address 15, Dublin Registration Number 6~ Does the sewer discharge into an individual sewage disposal system or saanitit sewer? A 5 ~ How far distant from any dwelling, well or cistern is the sewage tank? i /1r What is the size of the main drain? `'r'" Of what materials do the vent pipes consist? ~vc, Of what material does the house drain consist? v *INDICATE NAME OF CERTIFIED BACKFLOW TESTER ~ /JAC/M& 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 = $O Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal / Showers *Backflow Preventers Hot Water Heater Sterilizers Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink / Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories (o Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets 3 Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL ~IiQT WATER TANK REPLACEMENT FEE $35.00 Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201154 Date 8/21/07 Revision number . . . . . . . 1 Property Address . . . . . . 5816 GLENDAVON LP Parcel Number: 274-001254 Alternate Address: BALLANTRAE 6-1 #508 Tenant nbr,-name . . . . . . SQ FT 5574 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRIO CUSTOM HOMES Permit . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 430.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/15/10 Qty Unit Charge Per Extension BASE FEE 50.00 38.00 10.0000 EA RES PLUMBING >1 FIXTURE 380.00 Special Notes and Comments Site plan does not scale correctly. 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. SAWCUT 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 Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. 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. 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 . . . . . 07-00201154 Date 8/21/07 Revision number . . . . . . . 1 Special Notes and Comments 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. Fee summary Charged Paid Credited Due Permit Fee Total 430.00 .00 .00 430.00 Plan Check Total .00 .00 .00 .00 Grand Total 430.00 .00 .00 430.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 n Date 67 Application No. 0_7_a©i 15' APPLICATION FOR ELECTRICAL PERMIT Job Address 1n~n tLAIA a d% 0 Parcel No. Subdivision ~m~ Lot No. Wo A", Owner Name3Oc ? C.~ C.Ack ~La~ 2 1~QulW Q l IN Telephone r5D Contractor Name `lQ c,,c~ ~L r2,' c Telephone (tpt y~ 755- qs° a Contractor Address 17-AR 94f35y'de g &b 6.41.,U01y 5G?1,3() Dublin Registration No. Residential:Q y, 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. C2, ~/o` 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) QVd o© Total $ JOB DESCRIPTION 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 vision f said laws. Signature of licensed contractor or heh owner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201154 Date 9/06/07 Revision number . . . . . . . 1 Property Address . . . . . . 5816 GLENDAVON LP Parcel Number: 274-001254 Alternate Address: BALLANTRAE 6-1 #508 Tenant nbr, name . . . . . . SQ FT 5574 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . TRIO CUSTOM HOMES Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 240.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 3/04/08 Qty Unit Charge Per Extension BASE FEE 40.00 10.00 20.0000 RES ELECTRICAL SERVICE 200.00 Special Notes and Comments Site plan does not scale correctly. 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. SAWCUT 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 Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 DIMENSIONAL SHINGLES REQUIRED. POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. 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. 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 . . . . . 07-00201154 Date 9/06/07 Revision number . . . . . . . 1 Special Notes and Comments 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. Fee summary Charged Paid Credited Due Permit Fee Total 240.00 .00 .00 240.00 Plan Check Total .00 .00 .00 .00 Grand Total 240.00 .00 .00 240.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 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 nn PLEASE PRINT ALL INFORMATION Applicant~K..lZ) Ayf 'h- 440MCo Company: Site: 5% ) (0 C4en JaVon Lie (Provide Detail Plot Plan of Lot) Lot No: 50g Application No: ~7'2C~i 55F Subdivision: i8a i iaf)4~ja- PLEASE D• 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) ?11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REVIEW 41,24 SUBDIVISION NAME 1' C~ PERMIT # BUILDER'S NAME T-~ PHASE # SECTION # LOT # ~Zg d CONTACT PERSON CURRENT ZONING C TELEPHONE # PLAT RECORDED ? NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ? 25% EXPANSION 0 SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid ? Approved/NA ? Disapproved Subdivision, Section and Lot Number Shown 0 Approved/NA ? Disapproved Street Name and R/W Dimensions Shown ? Approved/NA ? Disapproved Scale and North Arrow Shown 0 Approved/NA 0 Disapproved Property Line Bearings and Distances Shown ? Approved/NA ? 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 ? Approved/NA ? Disapproved 1 Front Setback Confirmed or per Recorded Plat (INIininwm 0 Approved/NA ? Disapproved Side Yards Verified (Minimum Comb MDBS ) ? Approved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum ) ? Approved/NA ? Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? Approved/NA ? Disapproved Recorded Plat Information Verified by Date 0 Approved/NA ? Disapproved Building Footprint Shown and Dimensioned ? Approved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) 0 Approved/NA 0 Disapproved l~ Bay Windows, Cantilevered Portions of Buildings Shown ? Approved/NA ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ? Approved/NA 0 Disapproved Air Conditioning Units Shown ? Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned 0 Approved/NA ? Disapproved Fence, Wall or Satellite Dish Shown (Separate Permit Required) ? 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 ? Disapproved Tree Protection Required Shown ? Approved/NA 0 Disapproved Street Trees Required Shown 0 Approved/NA 0 Disapproved Minimum Caliper 2'/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 ? Approved/NA ? Disapproved Minimum Caliper 2'h-Inch ? Approved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot ? Approved/NA ? Disapproved Located Within the Minimum Front Setback ? Approved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation Approved/INA ? Disapproved Chimney Extends Beyond the Eave Line Approved/NA ? Disapproved Required Material -Brick Stone Stucco I pproved/NA ? Disapproved /L Foundation Material - Two Materials Maximum G5Iliat; Brick Stone Decorative Block ? Approved/INA ? Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) ? Approved/iNA ? 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 ? Approved/NA ? Disapproved Combined Garage Door Openings - Maximum 26 Feet ? Approved/NA ? Disapproved Any Garage Door - Maximum Height 9 Feet ? Approved/NA ? Disapproved Percentaee 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 ? Approved/NA ? Disapproved Required Projection Between Doors - Nlininium 16 Inches ? Approved/NA ? Disapproved Garage Door Material - Particle Board or Nlasonite Prohibited ? Approved/NA ? Disapproved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NA ? 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 Approved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year Approved/NA ? Disapproved Metal Slate Tile Wood Approved/NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles Approved/NA ? Disapproved Minimum Weight 240 Lbs/Square pproved/NA ? Disapproved Exposure Length - Maximum 5%-Inch pproved/NA ? Disapproved Color - ? pproved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches C Approved/NA ? Disapproved Water Table - On Front Elevation / Approved/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 ? 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 ? Approved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 3%-Inch Wide Corner Trim Boards ? Approved/NA ? Disapproved 2 Windows - Trim OR Shutters Required Approved/NA ? 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 0 Approved/NA ? Disapproved (Corner and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 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 0 Approved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND ? Approved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. ? Approved/NA 0 Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name 0 Approved/NA ? 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 0-7- r 19 2007 July Romanoff Electric 1288 Research Road Gahanna Ohio 43230 Re: 1288 Research Road Lot 508 Ballentrea Dublin, ON 433017 Please review the attached load calculations for th&,home at the above address. 3300 Sapgre Feet A. Small Appliance 2 x 1500 = 3000 VA B. General Lighting 3 x 3300 = 9900 VA C. Range 1 x 9000 = 9000 VA D. Dryer 1 x 5000 = 5000 VA E. Dishwasher 1 x 1500 = 1500 VA F. Laundry 1 x 1500 = 1500 VA 6. Washer 1 x ISM = 1500 vA TOTAL = 31,400 VA First 10 I(VA at 100% 10,000 VA Remainder at 40% 8,560 VA Air Conditioning 9,600 VA Total = 28160 VA CALCULATED LOAD FOR SERVICE 28160 VA 1 240 V= 117.3 AMP K you have any questions please give me a call at 756.4500 or e-mail at tmcmanhten@ro manoffarouo.cc Respectfully, Tracy C. McNaghten Z0 ' d SSESSLS ld I INX I Sad d3ONU40d SS : 80 L00Z-6 Z -illy 20'd _U101 4 t c trio Custome Homes Lot $05 Ballentr+ea i 3-410 CU/ 2.5 inch PVC #2 SER Cable 9 Utility Meter 200 Amp 100 AmpSub Main Breaker Main lug 40 Circuit 24 Circuit To local Utility #4 to water, #6 driven ground 20 ' d SSOSSLS -1H I 1N3(11 S38 ddONUWC)d SS : so Low-6 T-1f It D7-2o des 1/ Lennox Objective Guide to Installation Comparison LENNOX INDUSTRIES INC. HASLETT HEATING & COOLING, INC. Columbus, Ohio 614-299-2133 07/16/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 HUEBLEIN RESIDENCE PREPARED FOR: TRIO CONTRACTING PREPARED BY: WAIBEL HEATING FILE TITLE: TRIO DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 72 WINTER OUTSIDE 0 SUMMER INSIDE 75 SUMMER OUTSIDE 92 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 27 DEGREES NORTH LATITUDE 40 SUMMER AIR CHANGES PER HOUR 0.5 WINTER AIR CHANGES PER HOUR 0.7 AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 1 BASEMENT 1 IN ZONE 1 54 X 20 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 725 4,176 1,195 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 18 468 907 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 9 234 229 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 FLOOR 21A BASEMENT FLOORS 0 0 0 WARNING!!! ZERO TEMPERATURE DIFFERENCE ENCOUNTERED ! WINTER INFILTRATION 41 CFM 3,220 SUMMER INFILTRATION 29 CFM SENSIBLE GAIN 543 LATENT GAIN 533 DUCT LOSS MULT=.05 GAIN MULT=.05 405 144 DOTAL FOR ROOM 1 8,640 CU FT 1,080 - - SENSIBLE .8,502 3,017 LATENT 533 ZOOM - 2 BASEMENT 2 IN ZONE 1 30 X 18 BALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 519 2,989 855 ?INDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 9 234 229 TINT-PLAIN SHADING-DRAPES HALF DRAWN U / 1v/ : LUUlU IUUU RE51JJL' BTIAL LOADS ANALYSIS PAGE L HUEBLEIN RESIDENCE AREA BTUH BTUH SQ FT LOSS GAIN SHADING COEFFICIENT = 1 FLOOR 21A BASEMENT FLOORS 0 0 0 WARNING!!! ZERO TEMPERATURE DIFFERENCE ENCOUNTERED ! WINTER INFILTRATION 14 CFM 1,073 SUMMER INFILTRATION 10 CFM SENSIBLE GAIN 181 LATENT GAIN 178 DUCT LOSS MOLT=.05 GAIN MULT=.05 215 63 TOTAL FOR ROOM 2 4,320 CU FT 540 SENSIBLE 4,511 1,328 LATENT 178 ROOM - 3 DEN IN ZONE 1 30 X 15 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 230 1,325 379 CEILING 16G DARK R-30 INSULATION 144 342 195 WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN 0 LATENT GAIN 0 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MOLT=.05 83 59 TOTAL FOR ROOM 3 4,500 CU FT 450 SENSIBLE 1,750 1,233 LATENT 460 ROOM - 4 FOYER IN ZONE 1 16 X 8 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 61 351 101 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 5 130 252 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 14 364 706 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINTER INFILTRATION 29 CFM 2,266 SUMMER INFILTRATION 20 CFM SENSIBLE GAIN 382 LATENT GAIN 375 DUCT LOSS MULT=.05 GAIN MULT=.05 156 72 TOTAL FOR ROOM 4 1,280 CU FT 128 SENSIBLE 3,266 1,512 LATENT 375 07/16/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3 HUEBLEIN RESIDENCE AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 5 DINING ROOM IN ZONE 1 12 X 12 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 224 1,290 369 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 36 936 1,814 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINTER INFILTRATION 54 CFM 4,293 SUMMER INFILTRATION 39 CFM SENSIBLE GAIN 724 LATENT GAIN 711 PEOPLE 2 600. DUCT LOSS MULT=.05 GAIN MULT=.05 326 175 TOTAL FOR ROOM 5 1,440 CU FT 144 SENSIBLE 6,845 3,683 LATENT 1,171 ROOM - 6 GREAT ROOM IN ZONE 1 25 X 21 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 442 2,546 728 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 18 468 457 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINTER INFILTRATION 27 CFM 2,146 SUMMER INFILTRATION 19 CFM SENSIBLE GAIN 362 LATENT GAIN 355 PEOPLE 4 1200 DUCT LOSS MULT=.05 GAIN MULT=.05 258 .137 TOTAL FOR ROOM 6 5,250 CU FT 525 SENSIBLE 5,418 2,885 LATENT 1,275 ROOM - 7 MORNING ROOM IN ZONE 1 22 X 14 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 183 1,054 302 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 36 936 1,814 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 DOOR 10B HOLLOW CORE & WOOD STORM 21 499 143 WINTER INFILTRATION 86 CFM 6,797 SUMMER INFILTRATION 61 CFM SENSIBLE GAIN 1,146 LATENT GAIN 1,125 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 464 200 TOTAL FOR ROOM 7 3,080 CU FT 308 SENSIBLE 9,750 4,205 LATENT 1,585 U7/16/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 4 HUEBLEIN RESIDENCE AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 8 KITCHEN IN ZONE 1 12 X 15.5 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 111 639 183 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 9 234 454 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINTER INFILTRATION 14 CFM 1,073 SUMMER INFILTRATION 10 CFM SENSIBLE GAIN 181 LATENT GAIN 178 PEOPLE 2 600 APPLIANCES 1200 DUCT LOSS MULT=.05 GAIN MULT=.05 97 131• TOTAL FOR ROOM 8 1,860 CU FT 186 SENSIBLE 2,044 2,748 LATENT 638 ROOM - 9 LAUNDRY IN ZONE 1 8 X 8 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 142 818 234 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 9 234 139 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 9 234 454 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINTER INFILTRATION 27 CFM 2,146 SUMMER INFILTRATION 19 CFM SENSIBLE GAIN 362 LATENT GAIN 355 DUCT LOSS MULT=.05 GAIN MULT=.05 172 59 TOTAL FOR ROOM 9 640 CU FT 64 SENSIBLE 3,604 1,248 LATENT 355 ROOM - 10 MUDROOM IN ZONE 1 7 X 8 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 129 743 213 DOOR 10B HOLLOW CORE & WOOD STORM 21 499 143 WINTER INFILTRATION 32 CFM 2,504 SUMMER INFILTRATION 23 CFM SENSIBLE GAIN 422 LATENT GAIN 415 DUCT LOSS MULT=.05 GAIN MULT=.05 187 39 TOTAL FOR ROOM 10 560 CU FT 56 SENSIBLE 3,933 817 LATENT 415 07/16/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 5 HUEBLEIN RESIDENCE AREA BTUH BTUH SQ FT LOSS GAIN ROOM - 11 MASTER BEDROOM IN ZONE 1 18 X 17 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 332 1,912 547 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 18 468 457 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 306 727 414 WINTER INFILTRATION 27 CFM 2,146 SUMMER INFILTRATION 19 CFM SENSIBLE GAIN 362 LATENT GAIN 355• PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 263 119 TOTAL FOR ROOM 11 3,060 CU FT 306 SENSIBLE 5,516 2,499 LATENT 815 ROOM - 12 MASTER BATH & WIC'S IN ZONE 1 14 X 24 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 131 755 216 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 9 234 454 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 336 798 455 WINTER INFILTRATION 14 CFM 1,073 SUMMER INFILTRATION 10 CFM SENSIBLE GAIN 181 LATENT GAIN 178 DUCT LOSS MULT=.05 GAIN MULT=.05 143 65 TOTAL FOR ROOM 12 3,360 CU FT 336 SENSIBLE 3,003 1,370 LATENT 178 ROOM - 13 BEDROOM 2 & BATHS IN ZONE 1 20 X 20 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 355 2,045 585 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 15 390 231 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 30 780 1,512 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 400 950 541 WINTER INFILTRATION 68 CFM 5,366 SUMMER INFILTRATION 48 CFM SENSIBLE GAIN 905 LATENT GAIN 889 PEOPLE 2 600 UI/lb/:l LOGIC; lUUU RESIDENTIAL LOADS AVALY51S PAGE b HUEBLEIN RESIDENCE AREA BTUH BTUH SQ FT LOSS GAIN DUCT LOSS MULT=.05 GAIN MULT=.05 477 219 TOTAL FOR ROOM 13 4,000 CU FT 400 SENSIBLE 10,007 4,593 LATENT 1,349 ROOM - 14 BEDROOM 4 IN ZONE 1 17 X 12 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 180 1,037 297 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 30 780 1,512 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 204 485 276 WINTER INFILTRATION 45 CFM 3,577 SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 603 LATENT GAIN 592 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 294 164 TOTAL FOR ROOM 14 2,040 CU FT 204 SENSIBLE 6,172 3,452 LATENT 1,052 ROOM - 15 WIC IN ZONE 1 7 X 7 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 140 806 231 CEILING 16G DARK R-30 INSULATION 49 116 66 FLOOR 21A BASEMENT FLOORS 49 85 0 WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN 0 LATENT GAIN 0 DUCT LOSS MULT=.05 GAIN MULT=.05 50 15 TOTAL FOR ROOM 15 490 CU FT 49 SENSIBLE 1,058 312 LATENT 0 ROOM - 16 BEDROOM 3 & BATH IN ZONE 1 20 X 13.5 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 217 1,250 358 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 33 858 1,663 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 FLOOR 21A BASEMENT FLOORS 270 467 0 FLOOR 21A BASEMENT FLOORS 270 467 0 WINTER INFILTRATION 50 CFM 3,935 SUMMER INFILTRATION 35 CFM SENSIBLE GAIN 664 LATENT GAIN 652 LUUIC IUUU RESIDEflTIAL LUAD6 ANALYSIS PRUIS / HUEBLEIN RESIDENCE AREA BTUH BTUH SQ FT LOSS GAIN PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 349 164 TOTAL FOR ROOM 16 2,700 CU FT 270 SENSIBLE 7,325 3,449 LATENT 1,112 ROOM - 17 UPPER HALL IN ZONE 1 18 X 16 WALL 12D3 R-13 + 1/2 INCH GYPSUM BOARD R-0.5 290 1,670 478 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 20 520 508 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 20 520 1,008 TINT-PLAIN SHADING-DRAPES HALF DRAWN SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 288 684 390 WINTER INFILTRATION 60 CFM 4,770 SUMMER INFILTRATION 43 CFM SENSIBLE GAIN 804 LATENT GAIN 790 DUCT LOSS MULT=.05 GAIN MULT=.05 408 159 TOTAL FOR ROOM 17 2,880 CU FT 288 SENSIBLE 8,572 3,347 LATENT 790 STRUCTURE TOTALS 50,100 CU FT 5,334 SENSIBLE 91,277 41,699 LATENT 12,281 NOMINAL COOLING CAPACITY NEEDED IS 4.6 TONS (Based on a 0.75 sensible/total load ratio.) VERSION 91.04 k This Heating and Cooling Load Computation was produced using the procedures * k and tables of the Air Conditioning Contractors of America's Manual J, * k Seventh Edition. The accuracy of the calculated loads depends upon the * k accuracy of the data used and the accuracy of the Manual J load calculation * k procedures for the given conditions. No warranty, either expressed or * k implied, is given by Lennox Industries Inc. with respect to the accuracy * k and/or sufficiency of the information provided by this report. k**~Ic~k***~k****iF~kyk***~k~k*~c~lc~kic~k~k*~k*~k~k***~k**ic*ir************************************* 07/1.6/:7 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 8 HUEBLEIN RESIDENCE CFM CHART FOR A 2,000 CFM BLOWER HEATING COOLING TOTAL HEATING SENS TOTAL COOLING ROOM AREA LOSS AIR GAIN GAIN AIR NO# ROOM NAME SQ FT BTUH CFM BTUH BTUH CFM 1 BASEMENT 1 1080 8502 186 3017 3550 132 2 BASEMENT 2 540 4511 99 1328 1506 56 3 DEN 450 1750 38 1233 1693 63 4 FOYER 128 3266 72 1512 1887 70 5 DINING ROOM 144 6845 150 3683 4854 180 6 GREAT ROOM 525 5418 119 2885 4160 154 7 MORNING ROOM 308 9750 214 4205 5791 215 8 KITCHEN 186 2044 45 2748 3386 125 9 LAUNDRY 64 3604 79 1248 1603 59 10 MUDROOM 56 3933 86 817 1231 46 11 MASTER BEDROOM 306 5516 121 2499 3315 123 12 MASTER BATH & WIC's 336 3003 66 1370 1548 57 13 BEDROOM 2 & BATHS 400 10007 219 4593 5941 220 14 BEDROOM 4 204 6172 135 3452 4505 167 15 WIC 49 1058 23 312 312 12 16 BEDROOM 3 & BATH 270 7325 160 3449 4560 169 17 UPPER HALL 288 8572 188 3347 4137 153 ZONE 1 TOTALS 5334 91277 2000 41699 53979 2001 * NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNECTION WITH ITS USE THEREOF. Trio Custom Homes Hueblein Residence Lot #508 Ballentrae Equipment: Bryant #340AAV060120 90%+ gas furnace Bryant #CNPUP6024 cased evaporator coil w/ TXV Bryant #113ANA060 condensing unit (R 410A) Honeywell FocusPro 5000 thermostat Aprilaire #600 Humidifier w/ humidistat Nutone bath exhaust fans and venting Materials: Lot- ductwork, registers, grilles, refrigerant piping, drains ~ cz ~ 1 1 _ ~ c ..1 L ~ z ~ ~ ~ a ~ ~ N - e ~ x l~ - 1 ~ ' - Q , bl1xL• 4 ~ ~o Ito 4-410 t . Fri us,0o A-Y, to 70 ~ F4 4>c ri rq~ J ~A-Ato t ~ t 71 ra ~t$ 4,0 -4D 4.4 !d 110"1, Qtit~ qSc cn .i 071X712007 05:41 6142631019 PAGE 03/09 Q?• 20 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Report Date: 07/17107 Data filename: tlntitied.rck Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage; 121/6 Heating Degree Days: 5719 Construction Site: Ovmer/Agent: Designar/Contractor Lot 508 Ballentrae Tito custom Homes Trio Custom Homes t R R . R Ceiling 1; Flat Calling or Scissor Truss: 2258 30.0 0.0 79 Wall 1: Wood Frame, 2360 19.0 0.0 121 Window 1: Vinyl Frama:Double Pane: 291 01500 146 Door 1: Solid: 40 0.250 10 Door 2: Glass: 20 0.450 9 Wall 2: Wood Frame, 1708 13,0 0.0 126 Window 2! Vinyl Fmrne:Double Pane: 167 0.500 84 Basement Wall 1: Solid Concrete or Masonry: 1800 0.0 5.0 157 Floor 1: All-Wood Joist/Fruss:Over Unconditioned Space: 448 30,0 0.0 15 Furnace 1: Forced Hot Air. 90 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design desrribed here is consistent with the building plans, speclFlcations, and other calculations submitte ith the permit application. The proposed building has been designed to meet the 2003 IECC requirements in heck 3.7.3 and to comply with the mandator; requirements listed in the REScheck Inspection Checklist, (Iov In 0 Sullder/Designer Company Nam -ie Date Project Notes: Huebleln Residence Page 1 of 4 r, 07/1""/2007" 05:41 6142631019 PAGE 04/09 REScheck Software Version 3.7.3 Inspection Checklist Date: 07/17107 Ceafngs: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 tsvity insulation Comments:. - Above-Grade Walls: ? Wall 1: Wood Frame, 16" c,c., R-19,0 cavity insulation. Comments: Q Well 2; Wood Frame, 16" o.c., R-13,0 cavity insulation' Comments: Basement Walls: ? Basement Wail 1: Solid Concrete Or Masonry, 9,0' htf8.0' bg18.0' Insul. R-5.0 continuous Insulation Comments: _ Exterior Insulation must have a rigid. opaque, wOOL11C f lstant protective covering that covers the exposed (abov"rade) Insulation and extends at least 6 in. below grade. Windows: Q Window 1; Vinyl Frame;Double Pane. U-factor: (1.50(? For windows without labeled lJ-factors, describe features: #Panes - Frame Type Thermal Break? Yes No Comments: ? Window 2: Vinyl Frame;000le Pane, 1.1-factor 0,500 _ For windows without labeled 1.1-factors, describe features: #Panes - Frame Type therms) Break? _ Yes _ No Comments: Doors: ? Door 1: Solid, 1.11-factor 0.250 - Comments:.._ ? Door 2: Glass, U-factor: 0.450 Comments: _ Floors; d Floor 1: All-Wood Joirlt Trusa:Over Unconditioned Spaco, R-30.0 cavity insulation Comments: Heating and Coaling Equipment: ? Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number. ? Air Conditioner 1: Electric Central Air. 13 SEER cr higher Make and Model Number; Air Leakage: ? Joints, penetrations, and all other such openings in th~l. uilding envelope that are sources of air leakage must be sealed. ? Recessed lights must be 1) Type IC rated, or 2) Inst0%cl inside an appropriate air-tfght assambly with a 0.5" clearance from combustible materials. If nen-IC rated, the fixture must be installed with a 3" clearance from insulation. Page 2 of 4 07/J712007* 05:41 6142631019 PAGE 05109 Skylights: ? Minimum Insulation requirement for skylight shafts e~i.ial to or greater than 12 inches is R-19. Vapor Retarder: ? Required on the warm-In-wlnter side of all non-vented framed ceilings, walls, and floors. Materials Identification. ? Materials and equipment must be installed in aurordance with the manufacturers installation instructions. ? Materials and equipment must be identified so that compliance can be determined, ? Manufacturer manuals for alt installed heating and cooling equipment and service water heating equipment must be provided. ? insulation R-vaiues, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications, Duet Insulation: ? Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ? Return ducts in uncondlfloned attics or outside the bullaing must be Insulated to R-4. ? Supply ducts in unconditioned apaoss must be insulated to R-8, Q Return ducts in unconditioned spaces (except basements) must be Insulated to R-2, ? Where exterior walls are used as plenums, the wall must be insulated to R-a. ? Insulation is not required on return ducts In basements. Duct Construction: U Q Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ? All joints, saama, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1815. Exception: Continuously welded and locking-tylx: longitudinal joints and seams on ducts operating at less than 2 in, w,g, (900 Pa). ? The HVAC system must provide a means for balancing air and water systems. Temperature Controls: * Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or coding input to each zone or floor shall be provided. Service Water Heating: ? Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an Integral heat trap or is part of a circulating system. ? Insulate circulating hot water pipes to the levels in Table 1, Circulating Hot Water Systems: ? Insulate circulating hot water pipes to the levels In Table 1. Swimming Foals: ? All heated swimming pods must have An onloff healef switch and require a cover unless over 20% of the heating energy is from non-deptetable sources. Pool pumps require a time Godt Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. - y~. Page 3of4 :ddrrlirrrrrv 07/1,7/2007 05:41 6142631019 PAGE 06109 Table 1: Minimum insulation 171ia1r4e85 fdr Circulating Not Water Pipes Insulation Thickness :;n Inches by Pipe Silas Nat-Circulating Runouls Circulating Mains and Runouts Heated Water Temperature (OF) UP to 1" Up to 125" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 280 140-165 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness thr HVA-0 Pipes Fluid Temp. Insulation Thicknes9 in Inches by Plpe Sizes Piping System Types Range('F) _ 2' Runouts 1" and Less 1.25' to 2.0" 2.5" to 4" Heating Systems Low Pressum Temperature 201.250 1.0 1.5 1.5 2.0 Low Temperature 106.200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1,0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0,75 1.0 Stine Below 40 1.0 1.0 1.5 1,5 NOTES TO FIELD: (Building Department Use OnN) Page 4 of 4 07/25/2007 11:03 614-241-2080 EDWARDS PAGE 03 TRAE PM* d R~u~le trial (~rff Cau?ttrueity =hitectural Review Commit Plan .Approval Notification Lot Number. S08 Section: 6 Dote: 7/25/07 Address: 5816 Glendevon Builder. Trio Custom Homes puns for the above referenced Lot have been reviewed by the Ba ftntrge AreldtecIfiral Review Committee for compliance wib: M . AmMtecl n-A Diversity Standard ¦ Extedor Materials Usage ¦ Front Yard Set Bads Rat ¦ Site Plan Requirements plans are approved as submitted for the above referenced elements. ¦ No Fw&er Approvals Required ? AdMiocal Approvals Required as Follows: Approval Ce by: Charles P. DriacaII, Member -~-Plans reviewed byA~rchitecRrral lieview, Committee mem ¦ ,nomauak-Goode Ziwzz+s GOYCo=mm*de& ZW 0 c,~ay, ud. x~rsad,leao ? PewrBdanrrn Bdwzn* GaVC*==a 4 XW o KepyRw4 I.eadGagaaslrra&Wc4,My= &AmabWWocf r Cbx"IpF P. GailfC*MU=Xaies,LSC 0 tHt*,rJAdWAPcArciwc4AWlfaak*Amomaw a © BAw Kaa jorw, AwA*w 07/25/2007 11:03 614-241-2080 EDWARDS PAGE 02 Q-7/,25/2007 08'04 FAX 614 764 9814 SiO HOUR COLI.AS- 4;jl1uS/UU,1 s w 6575 riverside drive suite 100 BIRD HO14 1ex dWIn, oMo 43017 . collaborative 0ons1 614 764 1122 fax 1 614 784 5814 des jn0blyd-houKcom July 25, 2007 508 Mr. Charier Driscoll Re: Lot Homes The Edwards Company Brio Custom vt 154 8811antrae Goff Course Community 495 South High Street, $ui , Ohio Dublin Columbus, Ohio 43215 Dear Charlie: We have received the modlileabom forthe above referenced home and fiey are Consistent With our review. This house meets cur design review criteria and is approved. **`Note: Provide final color selections for review. This review does not supercede any and all requirements as stated in the Dublin Goff Course Community Development Text (Ballantme) or any other zoning or building code requirements, if you wish to discuss any o' these comments please give me a COIL Very truly o rs, f Melissa $pi MLS/ng h:o11111508app . a1'chit~sc~ The place makers. land plarmexs landscape err ht?ecta NUMBER" CITY OF DUBLIN 4+1 PERMIT O I15~ 1 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT, SITE PLAN REVIEW CHECKLIST SUbdl'v]5IOI3: Lot Number, 5 Og Reviewer; IL Address; ;I\ /~7~~?~~(~ L EPP IRA Date: ITEM DESCRI$TION YES 1 Is this a revision to a,Master Grading plan? If yes, verify that Design Engineer has submitted a revision NO NIA for approval to the Master Grading Plan. If No, proceed with review, 2 Lot elevations match Master Grading Plan, 3. Are existing elevations on tho site plan for a now home in an. older subdivision or, a plan with unusual grading field verified? If yes, proceed with review, If No, request field verification. 4 Additional spot grades.are shown on driveway and at the rear edge of the pedestrian ath, 5 A distance is shown from the front or the garage (for afront-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 8.07o. ? 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 tha 9 n 3 Feet from the property, line and 6 feet from a Are hydrant. Side yards do not exceed 3:1 slopes. ? 10 A major flood routing path is located on this lot, if yes, does it match Master Grading Plan? If No, proceed with review, I 1 First floor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to bo 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, ? 1$ One-foot or more clearance is shown between basement floor slab elevation and end ofservice elevation for tho 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, I8 Water main and nearest fire hydrant are shown, labeled and match the approved construction d w' 19 Required sidewalk and/or bike path location and size is shown and labeled. ra mgs 20 Location and size of existing sidewaMike path along side property line is shown 21 Tree Iawa size is shown and labeled as 7 feet. and labeled. 22 100 -year Fl'k :x lain, Floodway, and Floodwa FEMA FIRM Map Number; _39p4~C01O$ 20 feet c shown and labeled 23 Erosion control is shown, labeled na matches the proEffeve vediconstN000 ~Z ? 24 Tree protection fencing is shown, labeled and matches the approved construction drawin s 25 "No Parking Zone," along street frontage is shown, labeled and matches the recorde g 26 Easements are sho, , labeled and match the recorded final Plat d Final Plat ? 27 The drawing scale is shown, 28 A north arrow is shown, 29 If a comer lot address should be for street that the front door faces. ~ bell PE'rEW RESULTS: tKAPP> pVD 0 DISAPPROVED 0 Expedited 7f this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit. 14 7Z07 ' N:\Engineering\PO>wJCY1~NGA0IA19,dpc 5750 Chandler Court g' v E Y REVISION DATE & REQUEST Westerville, OH 43082 E-Mail: hoyssinc@aol.com 1 2 + r1 Phone (614) 895-1922 ` Jy Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 G ORDER NO. _0_12-ok lS~A I N FOR TRIO CUSTOM HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION 508 BALLANTRAE SECTION 6 PART 1 CITY OF DUBLIN SCALE v = 20' PB. 108 PG. 91 DATE 07.12.07 DRN. NV CK. CO. OF FRANKLIN FLOOD ZONE X COMM. PANEL 390490 PAGE 0108G MINIMUMS R:25' DATE 08.O2.9S s: T/ 15' LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. HIGHWAY EASEMENT PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY CITY OF DUBLIN THE CITY OF DUBLIN PRIOR TO INSTALLATION." ZONING COMPLIANOF.: I.N. 200110220242648 APPROVED AS NOTED MANHOLE S 03°45'37" E CITY ~9 /S oLiN, ~EfiC) T.C.= 940.00 ~l -1 f~L 939.90 117.63' 938.50 I , I 1 ;Tree Prater ion Fencing MUST BE INSTALI ED AND INSPECTED PRIOR TO START F ANY CONSIRUCT!ON. 20' EASEMENT 25' NO BUILD ZONE CALL PLANNING DIVISION FOR INSPECTION 0 I I 1 1 1 I 1-- U l O W IFL-~1 I HEREBY `NAY THAT THE 1 i1 GRADE ELEVATIONS SHOWN ON 5 0 8 1 , N W ; Q THIS PLOT LAN ARE THE H RESULT OF AN' AS BUILT" SURVEY PERFORMED ON p I 1 ~ I W i I 1 N ~ I 1 Screen III iViechar cal finite FROM PUBLIC R.O.W. ' \ v Da-E CALL PLANNING DIViS101 W 1 , I I ° ; 943.60 X14.00 941.50 - I 1 1 d: ~ W 1 I C~ 21.33 1 I 19.67 0 W 507 C11 30.03' oN 1 W 0 1 1 WMO 1 1 w °O 1 I O o~, o F.F.= 945.60 0 ° F.F.= 945.60 0 w Z I I it I ~ T.O.B.= 944.60 M V) -41,0 z 00 Z 1 o BASE= 936.10 C:) 25.00' Z a, I ~ W ~ I 1 cn m ~ Z 2.0 5.03' 29.071 11.67 `V 19.67 o C= ~ ~ 943.22 21.67 x 942.50 25' BLDG. LINE 943.60 - 16' DRIVE SAN. SEW. TA Is, 26.00' o a.Q, ~,"E.O.S.= 933.60 20' EASE. SLOPE= 2' SIDEWALK 6,32 8" W.M. % EASEMENT I lL 94.45 941.70 940.00 88.89 S 03°45'37" E W 0 4 WALK 7 B/C.,, 1 U 0 WATER TAP 11 B/C W CURB INLET ' 939.57 NO PARKING 41.15 941.40 w T.C.= 939.45 1 SEE NOT " F (BMC) COMPACTED GRAND R BACKFILL IT M 304 I 1tr t fres~ Reipoed ' CALL CITY FORESTER BEFORE REQUIRED IN SANITAR AN ANn fNSTALf.ATION SERVICE TRENCHES UNDER PAVED DRIVEWA'GLENDAVION LOOP 50 INDICATES MAJOR NOTE : BUILDERS TO PROVIDE FLOOD ROUTE Sr~WC TREE PROTECTION DURING ALL V, *"NOTE: WATER SERVICE SIZE = 314".'V Bikepath/Sidewalk Required CALL INSPECTION. LfNE TO PHASES OF CONSTRUCTION. PLOT PLAKHEDDLE INSPECTION We hereby certify that the foregoing PLOT PLAN was prepared from ` information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA BUILDER TO MAINTAIN? Subdivision Plan. This Plot Plan is to be used by the Client for the sole EROSION CONTROL purpose of obtaining a building permit The use of the Plot Plan for an FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY ` other purpose is strictly prohibited `\\`pptuulutp,q,~~~ k OF LOT 17.593.0 WALK 1027.0 ENGP.~:ERiNc 6k1f6. CE ,~`••~P~ O 2564.0 HOUSE SOD 15,779.0 City of Dublin ' STEVEN p DRIVE 1223.0 LOT COV. _14.57%0 APPROVED. AS. NOTED i ~ HOY APPROACH 190.0 ep OS' 13 ' b1 % S 7313 iSiEr ' l z~ DRAWING LEGEND ~z ~ Al -COVER SHEET /SITE PLAN BUILD A2 -FOUNDATION /FIRST FLOOR FRAMING PLAN ILDER: Trio custom Domes ~ ~ w.. ~ ~ ~ o ~ ~ w A3 -FIRST FLOOR PLAN ~ ~FU ~ ~ A4 -SECOND FLOOR PLAN ARCHI~ A5 -ROOF FRAMING PLAN ,~~II~'~~T: ~ha~u McAlister Architect, Ir~c ~ ~ ~ A6 -TRUSS PROFILES ~ ~ A7 -FRONT AND SIDE ELEVATION A8 -REAR AND SIDE ELEVATIONS A9 -WALL AND STAIR SECTIONS A10 -WALL SECTIONS r~G N ~ z ~ ~t,?~ ~ ~ ~~w ~ ~ ~ ; w~~ ~ • ~ ~~~~I~~ ~ ~ ~~r----wl~~ ~ ~ ~ -a$ ~0 ~/iy Or w 0 0 ~ llr~1 I T `V 6. ~ n i ~ g~G~ dtEVdSdONS 1 6126/07 LIGHT & VENTILt~TION REQUIREMENTS z ROOM ROOM WINDOW REQUIRED ACTUAL REQUIRED VENT fP~ SQ. FT. TYPE GLAZING Sq. F'['. GLAZING SQ. FT. VENT 5Q. FT, SQ. FT. Q~ ,~3~ BEEN R 6HALL 2008 RESIDEN A APPROVED P THESE DRAWINGS HAVE BEEN REVIEWED FOR AND GREAT ROOM 358 DH 28.6 64.6 14,3 42.4 ~i SHAI.LCOMPLYWITHTHE KITGH/P'IORN 465 DH 31.2 61.8 18.6 48.8 200A EDITION OF THE RESIDENTIAL CODE 0f OH10 DINING 156 pH 12.5 28.0 6.3 15,2 AS AMENDED DEN 121 DH 9.1 28.0 4.4 15.2 ~ MASTER E3ED. 315 DH 25.2 31.6 12,6 18.4 ~ ~ BED~2 244 DH 14.5 24.0 4.8 12,4 t3ED#'3 160 DH 12.8 24.0 6.4 12,4 Q BED~4 196 DH 15.1 24.0 1.9 12,4 ~ ~ ~ IPPROVEO PLANS MUST ON ~ SITE FOR AL iiTE FOR ALL INSPECTIONS, ~ ~ ~j nut v m neN Un~xm~x anr_ un•.. ~ar_r ~e•n_ n.-. iu.i Lim-I H- MULMUIE&CIG14 1. fY%r. i 1 MG 1. PC6 MLIVV1 PROVIDE PERMANENT L16HT SOURCE IF GLAZING REGIUIREMENTS ARE NOT MET IN THE PROVIDE ROOM, 012 A wHOLET1-HOU5E NMGGSYSTEM I~IGALTIl4TION SYSTEM GAPAEL E OF SUPPI.Y,N6ourDaoRR SHEET Ie1UllZBE VENTILATION OF 15 CUBIC FEET PER MINUTE PER OCCUPANT IF VENTILATION REQUIREMENT5 ARE NOT MET i - _ SQSMOKE DETECTOR NOTE; PROVIDE SMOKE DEI~GTORS IN EACH SLEEPING r~ AREA, OUTSIDE SLEEPING AREAS WITHIN 15 FT. AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND CELLARS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. ALL DETECTORS SHALL BE INTERGONNEGTED SUGN THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL THE ALARMS IN THE INDIVIDUAL UNIT AND SHALL PROVIDE AN ALARM WHICH WILL BE AUDIBLE IN ALL ~ ~ OIL SLEEPING AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED ~ ~i= ~ IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. w REQUIRED SMOKE DETECTORS PRIMARY ~ ~ ~'y POWER SHALL BE FROM THE BUILDING ~ WIRING AND WHEN THE PRIMARY POWER 15 INTERUPTED, SHALL RELIEVE POWER ~ FROM A BATTERY. WIRING SHALL BE PERMANEWT AND WITHOUT A DISGONNEGTING ~ ~ SWITCH. ~ ~ la'-6" I. ALL FOOTINGS ARE TO BE WIDER THAN j ~ i THE NOMINAL FOUNDATION WALL 51ZE L L r I ~ ~ A a. CENTER ALL FOUNDATION MALLS ON , FOOTINGS ~ _ 0 h i 3. LAP FOOTING REINFORCING MIN, 35"DIA ~ ~ 30x WINDO x30 W ~ HORIZONTALLY ~ N ~ NV APING LS 1^U WELLS ~ J 4. BOTTOM OF FOOTING ELEVATION TO BE A Z ~ ~ ~ MINIMUM OF 36" BELOW NEAREST ADJACENT ~ r~ C3 Y _ Y ~ .r r ~ _ ~ GRADE TO AVOID FR05T HEAVE. ~ ~ ~ r~ 5. DO NOT BAGKFILL AGAINST ~ ® ~ ~ 8" NGRETE WALL WITH ' # i a T BASEMENT WALLS UNTIL FLOOR ~ v~ ~ ~ 4 AT 24 4.G. EACH WAY ~ , FRAMING 4R APPROPRIATE SHORING ~ ~ ~ I/2 DIA ANCHOR BOLT I IS IN PLACE TO PREVENT WALL ~ . 6'- " O.G. 12" FROM CORNER GAVE-IN. ~ ~ ~ ~ WI 8" EMBEDMENT 0 I ( 6. CONCRETE SLAB6 IN BASEMENT SHALL BE ~ ~ ~ ~ I u 'DP = b b (TYP. U.N.OJ 4 CONCRETE SIB ONCRETE SLAB W/ x500 PSI MIN. AND GARAGE SHALL BE ® ~ 4500 PSI MIN, BOTH SHALL BE AIR-ENTRAINED GO TINUOUS POURED 6X6-WI.4XWI.4 h~ -WI,4XWI.4 WWF ~ I CONCRETE. ~ WI ( #45 ~ CONTROL JOINTS ~ ~ ~ MID DEPTH OVER p 12 -0 O.G. MAX DEPTH OVER 4" I I ALL CONCRETE 5LAB5 ON GRADE ~ ~ ' = SPACING TYP. FOR GRAVEL, FILL W/ • ~ ( ,VEL FILL W/ 6 MIL WITH HABITABLE SPACES SHALL HAVE A VAPOR ~ m g VAPOR (3ARalER ~ ~ ALL SLABS ON OR BARRIER I ( BARRIER OVER THE BASE COURSE ~ ~ GRADE ~ ~ ~ ~ II n ~ = NOTi:.~ nllil ~ 3°DIA. STD. 5TL PIPE ~ PROVIDE COMBUSTION u a u I' F$, ION I I ~ COLUMN ON 36 X36 XI2 DP A!R FOR FURNACE I POURED CONCRETE FOOTING - SPADE 50 CUBIC FT. 'T, I ~ ~ , W/ (3) #a'S EACH WAY HWH FURN PER 1000 BTU/H ~I ROUGH IN ~ I~II~I UTILITY SINK R/IN I I 10'-6" 10' _ ~r ~ R/IN SUMP I ( ~~+~~'l~l`I ~ I I I I r II S II _ J I. STEEL REINFORCING ASTM GRADE b0 Q WOxia W8 18 I ~ a. 501L5: LATERAL EARTH PRE55URE OF m ~ .,I I I L J I 24' SQ. 12 I DIA I I ~ I r ~1 3 DIA. STD. 5TL PIPE 45 pGF (GRANULAR BAGKFILL) THICK ~51~A~ I I I ~ (2JI 9/4x II 1/8 ML ' 'sv ~ COLUMN ON 36"X36"XI2"DP ! ~ T I I I I I ~ I I I I ~ I ~ m POURED CONCRETE FOOTING ~ ~~.rJw _ ' II II WJ (3) #5'S EACH WAY A55UMED ALLOWABLE 501E BEARING 11 0 ii ~ ~i ^l~ i CAPACITY = 1500 PSF. CONTACT ~ ~ ~ ~.~'4: tt ARCHITECT IMMEDIATC-I.Y IF ACTUAL ~ z~- o, 4 UP I~ RI. E 5 ~ I I I~~ .°J~ ~~~f a ~ + I - ~J 4 CONCRETE ~.AB I :BETE ~-AB W/ ~ CAPACITY {5 LE55 THAN A55UMED p a~ ~ ~ ~ 15 A ®10 I I I z/a Int I I 6X6-WI.4xWl.4 WWF ~ 4XWI,4 WWF ~ I I VALUE FOR REDESIGN OF FOUNDATION ~ ~ Q N ~ A4 T- - MID DEPTH OVER 4" NTH OVER 4° I ( ~6 ~ ~ I' -^I, GRAVEL FILL II I . FILL ~s I I l ~ 1 Il ~ ~ I - „ „ BASEMENT I ~ L- - DOWN SLAB INSTALL BLOCKING II 6 DP x I6 Wl POl12ED ~L5 TURN DOWN SLAB PER MANUFACTURER'S II THICKENED SLAB ~ ATI N ~ , II { UNEXCAVATEU R{rGOMEND 0 S ~ KCAVATEU I ( 4 0 _ ~EViS~ON~ II ~ - ~ ~ I I " 1 b~2bl07 I I - ~ ~ ~ I ~ 2" OPE - - n r ry aLOT p~ ' ° F.. ~ ~ d ~"DIA. STD. 5TL PIPE II ~ ~ ~ COLUMN ~ m ~ 4 - ~ ~ 3'bIA. STD. 5TL P I I NOTE: . STD. 5TL PIPE ALL METAL FASTNERS,CONNEGTORS OR OTWER HARDWARE I ~ ~ COLUMN ON 36"X3E ~ ~l pN 36"X36"XI2"DP I I 1N DIRECT CONTACT WITH ANY PRESERVATIVE TREAI`ED " p®+ q r`. POURED GONGRET~ A CONGRETI= FOOTING LUMBER SHALL BE STAINLESS STEEL TYPE 304 OR TYPE 316 A2 SCAt~~.l 1 D ~ W/ (3) X5`5 EACH W X5`5 EACH WAY I OR HAVE AHOT-DIPPED GALVANIZED COATING THAT COMPLIES WITH THE ~ 1 A5TM AI23 (GONNEG74R5 OR AI53 (FASTNERS) GLA55 D ~ STANDARpS FOR FASTNERS AND- HARDWARE. - THE FASTNERS AND GONNf:GTORS MU5T BE MADE OF THE SAME Q MATERIAL FOR COMPATIBILITY, 2x BLOCKING EQUAL TO THE J015T DEPTH " ro BE INSTALLED AT 24° o.G. BETWEEN D A D THE FIRST FLOOR J015T ~ 3 " THE BAN N 4 UNEXCAVATED 4 r 4 AIO I N WHICH 15 PARALLEL TO THE FOUNDATION A9 ~ BLOCKING TO BE ADEQUATELY Q WALL. FASTENED TO FLOOR SHEATHING, OR DOUBLE BAND BOARD. TURN DOWN SLAB ' DOWN SLAB I .,.r Q II N I 4 4 lir=a" b'-a" 13'-O" " . e <Q I I A4 I~ II L. r.. J 4 FOOTINGS WITH REINFORCING ~1 ~ r' ~ SHALL COMPLY WITH SECTION I .-~,.,..,e s--~ 250.50 OF THE 2005 NEC. ~ ® ~ 31'-4" zl'r6" a'-o~ ~ ~ # ~ ~ ~ SHEET NUMBER mmomml 'A 'Oft i ~~~®R PI~A~T N®T'ES I. ALL INTERIOR WALLS ARE 2X4'5 0 Ib"O.G. UNLESS OTHERWISE NOTED 2. ALL EXTERIOR WALLS ARE 2X4'5 ®I6" O.G. ON SECOND FLOOR ALL EXTERIOR WALLS ARE 2x6'5 ®Ib" O.G. ON FIRST FLOOR ~ ~ SMOKE DETECTOR 3, ALL INTERIOR WALLS ARE NOTE: DIMEN510NED TO STUD PROVIDE SMOKE DETECTOR5 IN EAGN SLEEPING 4. ALL EXTERIOR WALLS ARE DIMEN510NED TD STUD INTERIOR ~ e~s~~ AREA, OUTSIDE SLEEPING AREAS WITHIN 15 AND OUTSIDE OF SHEATHING ~ a~ FT. AND ON EAGN ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND CELLARS Fa(TERIOR, ~ . BUT NOT INCLUDING GRRWL SPACES AND i~ UNINHABITABLE ATTICS. ALL DETI:GTOR5 SNALL 5. PROVIDE FIRESTOPPING TO GUT OFF ALL Z ~1~= BE INTERGONNEGTED SUGN THAT THE ACTUATION CONGEALED DRAFT OPENINGS (BOTH VERTICAL ~ IE~ AND HORIZONTAL) AND r4 FORM AN EFFECTIVE ~ ~ ~i~ ~ OF ONE ALARM WILL ACTUATE ALL THE ALARMS FIRE BARRIER BETWEEN STORIES, AND BETWEEN IN THE INDIVIDUAL UNIT AND SNALL PROVIDE AN ALARM WHICH WILL BE AUDIBLE IN ALL A TDP STORY AND THE RODE SPACE. FIRE ~ ~ SLEEPING AREAS. ALL DETECTORS SHALL BE STOPPING SHALL BE PROVIDED IN WOOD FRAMED ~ ~ APPROVED AND LISTED AND SHALL ~ INSTALLED CONSTRUGTIDN IN THE FALLOWING LOCATIONS. ~ ~ IN ACCORDANCE WITH THE MANUFACTURERS I. IN CONGEALED WAGES OF STUD WALLS ANI7 ~ WSTRUGTIONS, PARTITION5, INCLUDING FURREp SPAGC-5, AT THE CEILING ANp FLOOR LEVEL REQUIRED SMOKE DETECTORS PRIMARY POWER SHALL BE FROM THE BUILDING AT ALL INTERDONNEGTIONS BETWEEN CONGEALED VERTICAL AND HQRIZONTAL WIRING AND WHEN THE PRIMARY POWER 21'-4" !4'-0" 19'-$" 15 INT>=RIJpTED, SHALL RELIEVE POWER SPACES SUCH AS OGGUR AT SOFFITS, DROP FROM A BATTERY. WIRING SHALL 6E 10'-101/4" 10'-5 3/4" 1'-0' 7'-0' NOTEI CEILINGS, COVE GEILINbS, ETC. PERMANENT AND WITHOUT A DISGONNEGTING BUILD OUT WALL FOR PLUMBING 3. IN CONGEALED SPACES BETWEEN STAIR SWITCH. STRINGEi25 AT THE TOP AND BOTTOM OF THE 2x10'5 1 RUN ~ h full I ` N Q 9 A1tl 4, AT DPENIN65 AROUq VENTS, PIPES, DUCTS, ~ 3/0 e t m ~ ~ CHIMNEYS AND FIREPLAGE5 AT CEILING AND ~ ~ ' h iq ~ FLOOR LEVEL, WITH NONCOMBUSTIBLE MATERIALS :r (3) 13/4x II 7/8 ML ! (3)2x85 (312x$'5 (5)2x8'5 (3)2x85 ~ b. WALL BRACING 1/Ib" EXTERIOR GRADE 05B N FLUSH UNDER ~ ' SHEATHING -ENTIRE EXTERIOR SKIN z ~ 2'-0' ' MORNING ROOM -6 4 -0 5'-2" ~ ~ 2'-0' '-II 1/2" '-0 4'-II 112" '-0 4'-III ~ ~ (3)2x 'S (3)2x 5 (3)~x 5 ALL OPENINGS TO MAYE DOUBLE 2X FRAMES ~ Q ~ ~ - _ WITH JAMBS SET VERTICAL ~ ~ m ~ II II I 0. PROVIDE MINIMUM OF 3 SOLID 2X4 WOOD ~ ~ p p I N I ~ (311 3/4x II 1/8 ML ° ° II II C ~ STUDS UNDER CONCENTRATED BEAM AND LINTEL ~ ~ , ~ ~ I ~ I - - - - -----1--~ I I I Y , LAUNDR LAUNpR ~ LOADS, 4 SOLID 2X4 WOOD STUDS OVER ~ I Im 2'-0" I I I$'-101/2" I I 13'-0" 12-b 112" b-10 6'-O" LINTEL LENGTH, UNLESS NOTED ~ ~ ~ ~ ~ b'-10 " ~ OTWERWISE~ PROVIDE COMPLETE BEARING ® ~ ~ SURFACE AND CONTINUE DOWN THROUGH WALLS 4 - TO FOUNDATION, - - ~AUTORY=BUICf ~IREPI.lAGES- _ - - -I 0 a ~HAI,L BE EQUIPPEDI WI~"H ~ I ~ r------- ~ ~ ~ N XTERIOR Ally S~1PP~..Y I C p i i I ~ ~h ~ ~ ~ ~ ~ Q. PROVIDE DOUBLE 2X TOP PLATES of ALL N Q RE PE L ~ ~ _ ~ ~ ~ TO 55U PRO RI FU~ I ~ ~ ~ C ~ ~ i a PARTITIONS ~ BUSTION m ~ ~ II I ~ ~ 10. PROVIDE SOLID WOOD BLOCKING OR ~j _ .F.~GYQRP~ BIUI~T~I~PV.AGES_ _ _ _ _ _ .I 2x6 WALL ~ _ _ _ Ib GUAGE GALVANIZED GROSS BRIDGING SHALL GOMP'LY WITH LISTINGS Q - ~ AT 8'-0"O.G, FOR ALL FLOOR JOISTS ~ - --x - i F r-----J i ,d. -AND F~PEG FIEAffONS`p ~ PROVIDE SOLID WORD BLOCKING AT l~)~°°®°~~I 0'-0"O.G. FOR ROOF RAFTERS. ~ ~ I ACTURER AND /~R jHE I m M' ~7 KI .HEN T IT1 N 4F A II I ~ - ~ MUD ~ =.,,,i LIAT~S ED 4 N~ P _ c MUD ~ ~ ~ II, ALL WINDOW AND DOOR HEAD HEIGHTS I ~ ~ I I I . ~ ~ ~ i t GREAT ROOM I I Y l I m I I w N it II m A5 SHOWN, FINISHED TRIM OF WINDOWS . ~ Q AND DOORS SWOULD ALIGN ~ Ii ~iI i;: ~ - l - I ry ~ ----~-~---~----~-Zx6WALL- J I I ~ x ~ ' 2x$ WALL r 4 PANTRY- 12, PROVIDE FLASHING OVER ALL WORIZONTAL ~ , o ~ N ~ TRIM BOARDS „ 13/4x. 7/8 Ml, (2)I 4 II 7/8 M 13. USE 51MP50N Ib GA. JOIST HANGERS FOR FLUSN NDER ~ ~ ' (3 x8'5 (3 x0'S ~ ALL JOIST CONNECTIONS, U.N.O. m" ~ I i N 1- " - . " i Y b 0 N " 14, 1ST FL. DESIGN LOAD 40 LBS/SGl.FT. LL 0 _ ; ~ ~ FLUB BUT ERS II 2 4 I 6 0 N 2/6 i~t R PWDR Y ~ 4 1ST FL, DE51GN LOAD 10 LB5/SQ,FT. DL ~ ~ 20 MIN, RATEQ POOR ' 2x8 FRAMED WALL m ~ m 2ND FL, DESIGN LOAD 40 LBS/SQ,FT. LL 0 w ~ ~I AT I6" O.G. - - - ~ i N ~I-3/4x II l 8 2/41nt ~ ~ 2ND FL, DESIGN LOAD IO LBS/SGl.FT, DL ~ ~ .N m I FLUSH UND R ~ o ~ ~ ~ " O ~J N ~ ~,~j 15, LUMBER GRADES Y ~ ~ ~ ' I i ~ ~ 1 ' ' 0 ~dS UNLESS O11~RWI5E SPECIFIED ALL WOOD ~ A -~11 A9 hI M 1 N -1-I !L' W I I 3 -6 3 0 FRAMING SHALL HAVE THE FOLLOWING ~s 0~0 ' MINIMUM VALUES ~ A~ ¦ I - I iv ~ Q i~ ~1 tT fV (#2 5PF1 E = 1,4 134x11`( ~ ; •1-~ 0 UP TD 2X4 Fb = 1504 (REPETITIVE) dJ j ~ SLOPE 2" i I ~ ~~~~6 FL " I I ~ ~ ~ ~ (#2 5PF) E = 1,4 REVIS~ON;i o 2Xb Fb = 1308 (REPETITIVE) 1 bJ2~>~Q7 'II w in ~ x ~ i X 2X0 Fb = 1208 (REPETITIVE) _ ¦ r ~ ~I ~ o ~ m I ~ GARAGE ~ 2X10 Fb = I101(REPETIT'IVE) ~ _ I ~ ~ ~ ~ DI1~iING ROOM h ! 2X12 Fb = 1006 (REPETITIVE) DEN ~ I N ICI ~ 2 in ~ ~ r ~ (#2 5YP) E = 1.6 o _ UP TO 2X4 Fb = 125 (REPETITIVE) ~ WI X44 STYE BEAM k j ~ - ~ - - J 0 (~2 5YP) E = 1,6 p 2 12-61/2 22 -8 2Xb Fb = 1440 (REPETITIVE) - ~ 2x10'5 ) 2X8 Po = 1380 (REPETITIVE) _ 2x10'5 ~ 3 2 IOS i 2X10 Fb = 1208 (REPETITIVE 2X12 Fb = 1120 (REPETITIVE) NOTE: THE GARAGE SHALL BE SEPARATED FC20M 'ROM MICRO-LAM (MI.J E = 1,4 , N " " " N THE Rlt51DENGE AND ITS ATTIC AREA A5 MANUFAGIURED_ Fb = 2600 5-ID 5 10 3 4 3-4 6-6 6-6 " . BY NOT LE55 THAN I/2 GYPSUM BOARD 2 BY TRUSS^JOIST Fc ~ '750 0 Q ~ ~ APPLIED TO THE GARAGE SIDE. GARAGES Aitl 4bE5 Al tl OR EQUAL Fv = 2$5 BENEATH NABITABI.E ROOMS SHALL BE Q (3)2x10'5 (3}2x10'5 ~pAF~ATED FROM ALL HABITABLE RQOMS E ~ ABOVE BY NOT LE55 THAN 516" TYPE )OM5 ib, ALL LAMINATED BEAM6 SHALL BE A5 PER d "X' GYPSUM BOARD OR EQUIVALENT. TRU55 JOI5T MACMILLAN c~ (3}2xIOS ~ 4 WHERE SEPARATION 15 A FLOOR/CEILING ~ p Il, PROVIDE 22"X30" ATTIC ACCESS TO C~ N ASSEMBLY, THE STRUCTURE 5UpN4RTiNG ~ ~ SpAGES AVER 30" IN HEIGIiT ^ THE SEPARATION SHALL ALSO BE ~ ~ ~ II'-$" 6'-8" 13'-0" PROTI:GTEq BY NOT LE55 TITAN I/2" m L m ~ 4 18. INTERIOR CEILING HEIGHTS NOTED ON PLAN ~ GYp5i~1 BOARD OR EQUIVALENT 2~ 2p, FOAM PLASTID SHALL BE SEPARATED FROM A9 THE INTERIOR BY A MINIMUM OF I/2" GYPSUM ~ ~ s BOARD. ~ ~ O I' ~ 1 ~ )2x8'5 (3)2x$'$ i ~ N I u 1 N - 6,-0" , , i b-0 q 8 6-0 ~ 0 OR5 aT ~ ~0 0 31'-4" 21'-8" 2'-0° ~ ~ ~ ~ SHEET NUMBER i BMI l FL~~R PLAN NOTES I, ALL INTERIOR WALLS ARE 2X4'5 ~ Ib"O,G, UNLE55 OTHERWISE NOTED 2. ALL EXTERIOR WALLS ARE 2X4'5 ~ I b" O.G. ON SECOND FLOOR ALL EXTERIOR WALLS ARE 2xb'5 ~ I6" O.G. ON FIRST FLOOR 7 ~ ~ 0 SMaKE DETECTOR NOTEI 3. ALL INTT_RfOR WALLS ARE PROVIDE SMOKE DETECTORS IN EACH SLEEPING DIMENSIONED TO STUD AREA, OUTSIDE SLEEPING AREAS WITHIN 15 FT. AND ON EACH ADDITIONAL STORY OF TWE 4, ALL EXTERIOR WALLS ARE DIMk-N510NED TO 51UD INTERIOR ~ Z DWELLING, INCLUDING EASEMENTS AND CELLAR5 AND OUTSIDE OP SHEATHING BUT NOT INGLUDff~ CRAWL SPACES AND EXTERIOR, ~ ~fa UNINHABITABLE ATTICS. ALL DETECTORS SHALL BE INTERGONNEGTED SUGM THAT THE ACTUATION 5. PROVIDE FIRESTOPPING TO GUT OFF ALL I~li= OF ONE ALARM WILL ACTUATE ALL THE ALARMS IN THE INDIVIDUAL UNIT AND SHALL PROVIDE CONGEALED DRAFT OPENINGS (60TH VERTICAL ~ , '~i~ AND HORIZONTAL) AND TO FORM AN EFFECTIVE ~ ~ ~ ~I ~ AN ALARM WWIGH WILL BE AUDI9LE IN ALL FIRE BARRIER BETWEEN 5TORIES, AND 6ETWEEN SLEEPING AREAS. ALL DETECTORS SHALL BE A TOP STORY AND THE ROOF SPACE. FIRE ~ ~ APPROVED AND LISTED AND SMALL SE INSTALLED 5TOPPING SHALL BE PROVIDED iN WODp FRAMED 1N ACCORDANCE WITH THE MANUFACTURER'S GONSTRUGTION IN 1NE FOLLOWING LOGATION5. ~ ~ INSTRUCTIONS. I, IN CONGEALED SPACES OF STUD WALLS AND ~ ~ REQUIRED SMOKE DETECTORS PRIMARY PARTITIONS, INCLUDING FURRED SPACE5, At THE CEILING AND FLOOR LEVEL POWER SHALL BE FROM THE BUILDING la'-8" 2. AT ALL 1NTERGONNECTIONS BETWEEN WIRING AND WHEN THE PRIMARY POWER 4'-0" fl'-4" 14'-0" 14'-8" 15 INTERUPTED, SHALL REGiEVE POWER FROM A BATTERY. WIRING SMALL ~ GONGIALED VERTICAL AND HORIZONTAL SPACES SUCH A5 OGGUR AT SOFFITS, DROP i PERMANENT AND WITNQUT A DISGONNEGTING CEILINGS, COVE CEILINGS, ETC, SWITCH. 3'-10" 10'-2' INSTALL WHIRLPOOL TUB WITH 3, IN CONGEALED SPAGE513ETWEEN STAIR ACCESS TO UNDERSIDE OF TUB PLATFORM STRINGERS AT THE TOP AND BOTTOM OF THE ROOMS WIT1i SLOPED CEILINGS FOR SERVICING, MAINTAINANGE, AND - TWAT MUST HAVE SMOKE DETECTORS REMOVAL OF MOTOR AND PUMP RUN INSTALLED, THE LOCATION OF 4, AT OPENINGS AROUD VENTS, PIPES, DUCTS, THE 5MOKE DETECTOR 5HALL CHIMNEYS AND FIREPLACES AT CEILING AND ~ BE 9 FT HORIZONTALLY FROM 4'-~ 114" 8'-b" 4'-2 3/4" FLOOR LEVEL, WI1H NONCOMBUSTIBLE MATERIALS Tl-fE CEILINGS HIGHEST POINT. SOFFIT b. WALL BRACING 7116" EXTERIOR GRADE 05B ~ ~ ~ ~ SHEATHING - ENTIRE EXTERIOR SKIN ® ~ ~ ~ REMOVABLE 4'-10" 12',{x° s a :A ~ I, ~ ~ 12'-0" 2'-10" ~ 7, ALL OPENINGS TO HAVE DOUBLE 2X FRAMES ~ ~ ~ I, m Q FRAMELESS DOOR . WITH JAMBS SET VERTICAL ~ 'St' 17'-01/2" ~ f0'-2" 2'-Ip /2" I9'-41/2" la'-41/2" 8, PROVIDE MINIMUM OF 3 SOLID 2X4 WOOD ~ ~ m I 5ND5 UNDER CONCENTRATED BEAM AND LINTEL ~ , ~ BAT - H ~ r ~ I LOADS, 4 SOLID 2X4 WOOD STUDS OVER I I I b`-0" LINTEL Ll*NGTH, UNLESS NOTED ~ ~ ~ ~ ~ - ~ I I 'n I o OTHERWISE PROVIDE COMPLETE BEARING ® ~ SURFACE AND CONTINUE DOWN THROUGH WALLS I I I I° o TO FOUNDATION. - I l - a ~ ` o I 13'_4"' I '-4I/2" I1'-0N s I I ~ I I I Il'-0" ~ 4. PROVIDE DOUBLE 2X TOP PLATES OF ALL :r I I I I o 0 r N i~ ~ ~ BEDRO( BEDROpM #2 m PARTITIONS ~ I I ,o MASTER F I I N ti 10. PROVIDE SOLID WOOD BLOCKING OR l I ~ ~ BEDROOM I ~ Ib GUAGE GALVANIZED CR455 BRIDGING I I I I rt rt to AT 8'-0"O,G, FOB ALL FLOOf2 J015T5~ ~ PROVIDE SOLID WOOD BLOCKING AT I~~ ~~I I N I 1 1 N I Y 1 U I I N 1' II ~ 2 I -b IO -0 U2 I -6 2 -0 8 -0 I/2 -2 6'-0"O.G. FOR ROpF RAFTERS. ~ ~ _ _ _ 2/41nt - II, ALL WINDOW AND DOOR NEAR WEIGHTS 1 I I ~ AND DOOR5INISD AL ~OF WINDOWS ~ I'III~ 0 I WIG S N 4 WIC N © ~ ~ i 8'-4 u4Y 0'- 1/4N 4'~21l2" I Y ~'~I„bN I m I r+ o I ' 12, PROVIDE FLASI~IING OVER ALL HORIZONTAL ~ ' O.G I 2/4 (nt TRIM BOARDS ~ 13. USE SIMP50N I6 GA, JOIST HANGERS FOR _L - ~ ` I 2x8 FRAMED WAI _ _ ` _ _ I II ~ AT Ib O.c. n _ _ I BATH Bt~TH ~ N m ALL J015T GONNEGTIONS, U.N.O. u I b'-II" ~ O b' C 14, 1ST F4 DESIGN LOAD 10 LB5~.FT DL ~ l~~ I 7 _ ~ I rt ° 2ND FL, DESIGN LOAD 40 LB5/SQ.FT, LL ~!4 i u Q ty N 14-9 I/2 N 'd' 2ND FL. DESIGN LOAD 10 L65/5(~1.FT, pL 0~ z N m ~Q m m (t`t 15. LUMBER GRADES 0 a h ~ N ~I m i+ I UNLESS OTWERWISE SPECIFIED ALL WOOD W N ~ r ~ ~ 2/41n ~ I I 7 ~ ~ N I G a FRAMING SHALL HAVE THE FOLLOWING Y6 g ,~w MINIMUM VALUES YS ~g T ~ I a' ~ ~ I I I UP TQ 2X4 Fb = 150a (REPETITIVFJ If TD LOW . TH BEDR( O EN ~E 2/4 int SED~Q4M ~`4 ~ (#2 5PF) > :1,4 RE~IS~(3N5 2X6 Fb ; 1308 (R4'ETITIVEI 1 ~12b~~07 2X8 Fb = 1206 (REPETITIVE) ~ ~ BEDROOM , N ~ 2X10 Fb = II07 (REPETITIVE a ~ r~ 2X12 Fb = 1006 (REPETITIVE) ~ ~ N ~ c ~ Y 2/4 int I Y ~ (#2 SYPJ E = I.6 II'-6 I/2 2' I -0" o ~ 16-6 16'-6" UP TQ 2X4 Fb = IT25 (REPETITIVE) (#2 5YP1 E = Ib 2X6 Fb = 1440 (REPETITIVE) ' I i N ~ 2X$ Fb =1360 (REPETITIVE) s m 2X10 ~ = 1206 (REPETITIVE) 2X12 Fb = 1120 (REPETITIVE I WIC I b'-81/4" b'-01/4" MICRO-LAM (ML) E : I,a AS MANUFACTURED Fb = 2600 l'-21/2" 13'- 112" BY TW155-.10{51 Fc = 'i50 I Y I I N I 1-4 ~-0 1'-4" OR EOl1AL FY ~ 265 _ Ib. ALL LAMINATED BEAMS SHALL BE A5 PER TRU55 JOIST MACMILLAN 17, PROVIDE 22"X30" A171G ACCESS TO SPACES OVER 30" IN HEIGHT pp~~ ^ SCI 18, IN1T:RlOR CEILING HEIGHTS NOTED ON PLAN D 20. FOAM PLASTIC SHALL BE SEPARATED FROM ~ r n 0~ PLAN THE INTERIOR BY A MINIMUM OF I/2" GYPSUM 4 1 I F 1 BOARD. ~ ~~~1 ~ ~1 SHEET NUMBER - L I w I z~ w A ~ F~nQR, PI,~1 ~1C~~`~ ~ ~ I. ALL INTERIOR WALLS AIZ~ 2X4'5 ® ~ ~ ~`jG Ib"O.G. UNLE55 OTHERWISE NOTED ~ ~i2 " ~ ~ ~jv 2. ALR EXTERIOR WALLS ARE 2X4'5 ®{b O.G. ON SECOND FLOOR ~ ~ ~ ~°!v ~ ALL EXTERIOR WALLS ARE 2x6'5 ®Ib" O.G. ~ ~ ON FIRST FL0012 ~ 3. ALL INTERIOR WARLS ARE ~ ~ DIMEN510NED TO STUD ~ 4. ALR EXTERIOR WALLS ARE ~ ~i DIMEN510NED TO STUD INTERIOR Sll-4" AND OUTSIDE OF SHEATHING EXTERIOR, r . 14'-O° 5. PROVIDE FIRESTOPPING r0 GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL I ~2)2~0'S 1 1 I . 1 AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE FARRIER BETWEEN 5TQRIES, AND BETWEEN A TOP STORY AND THE ROOF SPADE, FIDE STOPPING SHALL BE PROVIDEp IN WOOD FRAMED GONSTRUGTION IN THE FOLLOWING ROGATIONS, ~ ~ II Y t, IN GONGEAI.ED SPACES OF STUD WALLS AND PARTITIONS, INGRUDIN6 FURRED SPACES, AT ® ~ 41^V" 1 I 1 I - 1 1 _ IO'S I + I I I II " !2)2~10'S _ TRUSS n THE CEILING AND FLOOR LEVEL Z M ~ ~ TRU~SL"_ 2, AT ALL INTERGONNEGTIONS BETWEEN ~ ~ ~ II Y (5) 2X4'5 ~`~'~"`---~{5) 2X4' _ CONGEALED YERT1GAL AND HORIZONTAL ~ ~ h a~~ 2)2x10 ~ SPACES SUCH A5 OGGUR AT SOFFITS, DROP ~ ~ - - - - - - - 2)2x10 I ~ 1 I 5 ' 1 I 1 1 I I . .~I I CEILINGS, GOYS CEILINGS, ETC. Z ~ I I I 712 ry , I I I I I I ~ I , I ~ I 3. IN CONGEALED STAGES BETWEEN STAIR ~ ~ `p ~I ~I 1 I I I OYE RAMI I I STRINGERS Ar THE TOP AND BOTTOM of THE A ~ ~ c~ I ii I II - I 1 24 G i ~ ~ ~ RUN ~ ~ 1" I I I i; I I~G, I 1 I I i t . FER T R I I 1 ( ~ I I AT OPENINGS AROUD VENTS, PIPES, DucTS, Q ~ I I % AN GH T 51Xi ' CHIMNEYS AND FIREPLACES AT CEILING AND p, 5 I ~ I 1 I 1 1 I I I 1 ~ ~ ~ ~ ~ ~ FLOOR REVEL, WITH NONGOMBJSTIBLE MATERIALS ~ I. ROOF LOADS - 25 LB5/SQ.FT, LIVE LOAq ANq I I 1 1 I I I " I 1 I I ~ , - b. WALL aRAGING 7n6" ExT~RIOR GRADE ore 20 LB5/5Q. T, gEAq 0 ¢ ¢ 'I I I I I I 1 I F LAD. 1 I Im I I I la I I I l I l SHEATHING - ENT{RE EXTERIOR SkIN O I I I I I 1 I ~ 1 1 I 1 I I I ~ I I I ' II I I 1 , I I I I 2, ROOF GON5TRUGTION7 1/16 05B 5HEATHING WITH ~ I I ' li I I s s s p s a s ¢ s q ¢ `f. ALL OPENINGS TO HAVE DOUBLE 2X FRAMES ~ ~ EDGE GLIP5 ON Tt~ll55E5 w 24 O.G. - 1 I I I I I I I I I I ml~a Q d 4 d 4 d Q 4 Q - YIY I A Ik +Y I Is I¢ tN IY . I¦ 1¢ k 0 I s 1 Y I t I " I d I ~ I ~I ° I WITH JAMBS SET VERTICAL r- i I I i I 3. WIND PRE55URE QO MPH ~`f I I I I I I I I I I I - , , I I r ~ 8. PROVIDE MINIMUM OF 3 SOLID 2X4 WOOD . II PR EMU TIPLE 5TUD5 DIREGnY BELOW I 1 I I I i ( I I I 4. VYID II Y I I I 1 I I I I I I 1 1 I I I I I I I Io STUDS UNDER Gt7NGENTRATED BEAM AND LINTEL ~ ~ LOADS, 4 50LIq 2X4 WOOD STUDS OVER ~ MUI,TIPI.E-MEMBER LINTELS. y I, ~ _ _ ' 1 m 1- 7' 1 I- --I I I I I I I I I I ~ ~ ~ ~ ~ ~ ~ b'-0" LINTER LENGTH, UNLESS NOTED Oi l2 ~ NI , I 1 I I I I I I I I I I I 5, TRU55 BEARING ELEVATIONS INDIGATEq I ( I I l I I`' orNERWI~E= PROVIDE coMPLETE BEARING ~~~--~-~-~II 1 1 7 1 1 1 I I ~j ~ . II I 1 1 I I I I I I 1 ON THE gRAWINGS. II Y r I I I 1 I I 1 __J.. .~I IQ I I I I h I I .I I I I I I I I I I I I I 1 1 I 1 I I 1 1 1 I I I ~ . TORFOUNDA OGONTINUE DOWN THROUGH WALLS ~ 6. TRU55E5 TO BE gE51GNEq BY A STRUCTURAL I~ I I I ' ~-I I 1 1 I I I I I I I I I I I I I I I i EN INE R REGISTERFq IN THE STATE OF OHIO. I I 1 I I I 6 ~ I Y 11 ¢ I 1 I I s ENGINEER TO PROVIDE BATA AND LAYOUT, 5. . I I I I I I 1 I I I I I I I I I q. PROVIDE DOUBLE 2X TOP PLATES OF ALL ' ~ I I I I I I ~ _ PARTITIONS ~ _ m I I I N 1 1 II I I I I ( I I I 1 I I 1 1 I I 1 I 1 1 I I ' 'I I I I I I. I I m 10, PROVIDE SpLID WOAD 61.OGKING OR I I I I II I I I 1 I , 1 1 I ~ 1 I I I I I ~ I I Ib GUAGE GALVANIZEq GR055 BRIDGING ' AT 8'-0"O.G. FOR ALR FLOOR JOISTS= -k I I l _ v 1 1 I I I I I I I I I I I I I I I ~ = I ¢ I II I 1 1 I 1 1 1 1 I) I I I I IGA R 5 AT "O.G.I I - PROVIDE Soup WOOD BLOCKING aT ~ o `~i,~ I I I 1 1 1 1 tl I I I I - I I I I , I 1 I I I 1 1 1 ~ 8'-0"O.G. FOR 12100E RAFTERS, a 0 'I I I I uu C -1 , I I I ~i M I. 1 -DEAD I I II , 1 I I 1 I I 1 I 1 II. ALL WINDOW AND DooR HE,4D HEIGHTS ° Z h ~ dd 5PF 2 OR BETTER -UNIFORM LOAD 25-L VE 5 ' I I ' 2x6 MINb ' ~ I I I I I I I A5 SHOWN, FINISHED TRIM OF WINDOWS 0 ~ h~ a p n qI n I I Y I I I I I I 2 6'S AT 24 D.G. " 'I -0 MAX I I I ~ IAT .G. 1 I 1 1 I I 1 1 1 1 I X I 0 AND DOORS SHOULD ALIGN W N ~ II I II I I 2x8 E ING I I 1 I 1 I I I I I I I I I M 2X6'5 AT 24 O.G. 12 -0 AX I I I 1 11 I 1 I I Ar 2" d.G. I I I I I I I 1 I I I L I Y6 ~ 2X14'5 AT Z4 O.G. 14 MA III~~~~~~ I II 1 I I I I I I I I I I I ~ ~ ~ ~ ~ 12, PROVIDE FRASHIN6 OVER ALL WORIZONTAL ~S n I Y I I I I 2x12 AT 24 o.G, - I6 -3 MAX I I~ I I 1 I I I I I I I . ~ I 7 I I I I I I I 1 I 1 I I TRIM BOARD~a ~ AEO' r~ 13, USE 51MPSON Ib GA. JOIST HANGERS FOR I N_ ~ I I I I 1 1 1 1 1 1 1 1 I I I I 1 4 1 I I 1 1 1 I 1 I I ALL JOIST GONNEGTION5, UN,p. . I I I I I I I I I 1 1 I 1 I 1 I i I 1 I 1 14, 1ST FL. DESIGN LOAD 40 LB5/SA.FT, LL REV~S$ON~i TRU~a TO CARRY LL LO I I i t I I I 1 I I 1 1 I , I I I I I I 1 1 1ST' FL, DESIGN LOAD 10 LB5/Sc~.FT, DL 1 bf Zbf 0`I 1 I I I I l-- 2ND FL, DESIGN LOAD 40 LB'a/SQ,FT. RL ' 1 1 I 1 1 1 I I I I 1 ~ ~ ~ ~ ~ ~ 2NI7 FL, DESIGN ROAD 10 RB5/SA.FT. DR 2x4 0t u'+FIYN~IINt7 7 I 1 1 I I I 7 I 1 AT 24" O.G, TRUSS t I I I I I I I I 1 , 1 1 I I 1 I Y 15, LUMBER GRADES 1 1 1 1 - ' ' UNLE55 OTHERWISE SPECIFIED ALL WOOD i t I i l l I t 1 1 I 1 I i FRAMING SHALL HAVE THE FOLLOWING MINIMUM VALUES - Y _ .-.~.~iRDER 1RU55 H"-_ I I ~ a - (3)2x10'5 TRU65 n~" yyy~~~ryyy II±- _ - ~ - _ ~ TRU55 ' ~ I 1 1 I I 1 I ~ UP TO 2x4 Fb = 1509 (REPETITIVE) - II Y 7171 IGG II/ Y I I _ ~ 11 Y 1 I 1 11 I -I(,~2)2 I~r~ I I e I• ? 2Xb Fb = 1308 (REPETITIVE) - _ _ I ~ ` a l e I s 1 " z l m 1 a qq x N 2x8 Fb = 1208 (REPETITIVE) I 1 I _ 2X10 Po = IIOl (REPETITIVE) TRUS YEN I~ 1 I 17 1 I ._..T.-..._ 2X12 Fb = IOOb (REPETITIVE) I I~ I I ~ I I nY IOii2 lOil I I I 1 I I I 1 - - ~ I + 1 1 I I I Y I I ~ J~j ~'p~ IICY I < "611/~ I 1 1 I I UP TO 2x4 FI? = 1725 (REPETITIVE) ......--IJ~SCtLfi.-7~-... .r y,~I ~ II// Y 1 V I 1 I I 1 I , T-4" 1712 -11 Y ~I IG5 IICY - I f W:J G 2X6 ~ =1440 (REPETITIVE) 2x8 Fb = 13+30 (REPErIT1VE) ~ T 2x10 ~ =1208 (REPETITIVE) !I 2X12 Po = 1120 (REPETITIVE) 2X4 LOOKOUTS AT 24"O.G. TRU5511GN - - MICRO-LAM (ML) E = I,q 61'-6' A5 MANUFACTURED Fb = 2b00 ~ BY TRU55-JOIST Fc =150 Fri ~ OR EQUAL Fv = 285 Y Y - - Ib, ALL LAMINATED BEAMS SHALL BE AS PER ~ _ TRU55 J015T MAGMILRAN „ 1 1 1 I I I 11. PROVIDE 22"X30" ATTIC ACCESS TO ~ 21'-6N SPAGE5 OVER 30" IN HEfGHT ~ ~ C~ 18, INTERIOR CEILING HEIGHTS NOTED ON PLAN RIgGE VENTS PROVIDE Ib 5R, INI PER LIN, Fr. 25f9/3p0 = 6.4 SQ,Fr, OF VENT REQp. ~ ~ FREE AIR SPACE VENTILATION 2p. FOAM PLASTIC SHALL BE SEPARATED FROM ~ 14.3 SQFf. PROVIgEq TWE INTERIOR BY A MINIMUM OF I/2" GYPSUM ~ BOARD, ~ ~ VENTEq SOFFIr MATERIAL PROVIDES 6.2 5Q. IN, PER I-IR FT, FREE AIR 6PAGE VENTILATION SHEET NUMBER A OEM 1 ~ ~ Ill III III III III III III III III III III III ~ ~ III III III ~~ia III I~ III III Ill III 111 III ~ ~ III III I~ III III III , ~ ~ w III III III III III III ~ ,H,~ ~ III III III EXTBNp AT BUMP OUT TRIM AT GIRDER liii lil iil lu ul ul _ nl m ul ~ ~ ~ III III III II ^s--^--^---^~~\\ III III ~~~i ~ \ ~ ~ ~ 2'-4" 4'-b 1/2" 20'-5 I/2° 2'-4" Q'-6 I/2" II'-1 I/2u ~ ~ ~ ~ 32'-4" 23'-6° 7'-8" 14'-0" II it 10 I/2" ~ !I II 10 {l2" u n l0 If2u p R I_ u la u2 1 6112 TRUSS ''C" TRUSS D ~ M ® ~ ~ ° i z ~ ~ ~ ~ ~ 12 12 ~ 10 I I ~G~ ~~AT GI-05ET ~ 12 12 I I 10 10 I I ~ GIMP BAGK AT ANGLE/WAI.L I I I I ulril ~ ~ co I ~1-A.II "II~M yl-A q ~i~~il I " I N I M I it -6 13-6 I/2 21-$ 2G'-81/2" 10 I/2u 11 II fl fl 10 V2" II II IQ I/2u R F TRUSS'IL711 IG u2° ~ I ~0 1~~~~ ~ ~ ti~ Q Fr-J r Y ~ ~ ~ ~ 12 Y~ ~ ~ ~ 12 12 REVIS~(1N~ 12 10 4 ~ 1 6~2~J07 4'-0" VARIE5 4'-8" 31'-4" IO_ I/2" I 1101/2" I01/2'I 101/2" 0 l2 If PI II PI fl II II II R II ~Q~ ~ 6 ~ G3 h ~ ~ SHEET NUMBER At) DIMENSIONAL SHINGLES r~ 25 YR MINIMUM 4.l 240 LB/SQUARE MINIMUM Z ~ ~ EXP05l1RE LENGTH 5 5/8" MAX a=_ o~ 00 , o D GONTIIJJOU~ RIDGEVENT ~ CULTURED STONE ~ _ - I ~a~ ~I! as = Q~~/l~ 0 Q~ 00 0 o- ~'V ao° - ~a~ aa- 0 W'a7 Ixb FASCIA BOAARD TOP OF INDO i ~ $-8 i ~ 12 ~ ~ WARDI 51DING 4 i ~ 22 2 IO 1x4 WOOD TRIM 1 _ ~A t-~~~ fi HARDI 51DING - ~ z ~ ~ ~ N I-1-- z ~ ~ ~ ~ Ix4 FREIZE - Ix6 TRIM _ ~ TOP OF INDO _ 8 -0 Ix4 TRIM ~ ~ WARDI 51DING ~ ~ ~ ~ ? ? ~ ~r~U - 3 23 3 3 23 3 3 ~ ~ i 0 1x4 WOOD TRIM 10° BOX GOLD Ix6 TRIM ~ o - = oo - oo oo o - _ ~ - - LIURED STONE SILL ~ _-_=-_=-o=-o=- - o° _ - II~I~ ~ a~~oao~~oa~°~oa~°~oa ~oa~°~o LTURED STONE ~ ~ ~i'~'i~ Ai t -1~ ~ ~ ~ o DIMENSIONAL SHINGLES Off` of - _a - o 25 YR MINIMUM WINDOW SCHEDULE ~ w ~ 240 LB/SQUARE MINIMUM ~ ~ ~ ~ MARK WIDTH HEIGHT TYPE R.O. WIDTH 0. HEIGH EGRESS ~ Q'F--~ ~ O = EXPOSURE LENGTH 5 5/8 MAX N o: 3224 3'-13/9' 4'-0 3/4' DOUBLE HUNG 3'-2 I/4" 4'-I I/4' ~ ~ ~ ~ , 322b 3'-I 3/b' 5'-0 3/4' DOUBLE HUNG 3'-21/4" 5'-I I/4" x , ~ 12 3229 3'-I 3/!3' S'-4 3/4' D~Ol1BLE HUNb 3'-2 I/4" 5'-51/4" ~0 x T , 3232 3'-I 3/9' 6'-0 3/4' DOUBLE HUNG 3'-2 I/4" 6'-I V4" x T J~: 32326 3'-0" 9'-0' GASEMENT/FIXED 9'-0 3/4' 9'-I i/4" REVISIOM;~ 5642 5'-I 319' 4'-0 3/4" PICTURE 5'-2 I/4" 4'-I I/4' 1 ~r'2~07 1x8 FASCIA BOARD 1x4 WOOD TRIM I EGRESS NOTES: TOP OF INDQ 1.51LL NEIGHr NOT MORE THAN 44' 2. NET CLEAR OPENING OF 5.15Q.Fr. 6 -8 3, tMINIMUM DIM~ISIONS OF 22" HIGH X 20"WIDF~ 2 2 2 s NOTE, GLAZING SHALL CONFORM TO ALL THE REAUIREMENTS OF SECTION 308 I ~ HAZARDOUS GLAZING LOCATIONS IN AN INDIVIDUAL FIXED OR OPERABLE PANEL TWAT MEETS THE FOLLOWING ~ CONDITIONS= HARDI 51DING -EXPOSED AREA OF AN INDIVIDUAL PANE GREATER TITAN 9 SGl,FT, - BOTTOM EDGE LE55 THAN 18" ABOVE THE FLOOR Ix0 FASCIA BOARD - TOP EDGE GREATER THAN 36' ABOVE THE FLOOR - ONE OR MORE WALKING SURFACES WITHIN 36" OF GLAZING - IN DOORS, WINDOWS, AND ENCLOSURES FOR HOT TUBS, ~ TOP OF 18DOD WiIRLP0~.5, SAUNAS, STEAM ROOMS, BATHTUBS, AND II 51iDWERS, GLAZING IN ANY PART OF A BUILDING WALL ~ 22 ENGLOSINb THESE COMPARTMENTS WHERE THE BOTTOM EDGE ~ ~ OF THE GLAZING 15 LESS THAN 60" ABOVE THE DRAIN 0 INLET ~ I Q INDVIDUAL GLARED AREAS IN HAZARDOUS LOGA110N5 SHALL HAVE EACH UNIT OF LAMINATED, HEAT STRENGTWENED, TEMPERED GLA55 PERMANENTLY IVENTIFIED BY THE MANUFACTURER, r,~ THE IDENTIFIGTAION OF TEMPERED GLA55 5HALL BE ETGWED ~ OR CERAMIC FIRED ON THE 6LA55 AND E=E VISIBLE AFTER INSTALLATION- ~ ~ I~ ® a - a -oa~°-oa -oaa~-oar ® ~ as ~ as ac _ --a=--a=--a-=-a=--a ~o-= - ~ 8'Wx7'H OVHD I6'Wxl'H O1MD E~ ~ ~ 2x12 KIGKBOARD r~~1j r/~~~~~ ® ~ 2 l I ~I FBI ~ ,a~ _ . SHEET NUMBER - - 1 - i DIMEN510NAL 5HIN6l.E5 25 YR MINIMUM 240 LS/SI~UARE MINIMUM /~v,J r~ EXP05URE LENGTH 5 5/8" MAX CONTINUOUS RIGEVENT a _°o_ ~ ~ boo , ~ ~ 0 ~ ~ Ojp oa ~ ~ Nlu ~ o°' ~ ~ 00 ~ oo - ~ ~ ~ ~ Ixb FACIA BOARD oo - oaa ~ ToP OF INDO B _ ~a - Ix4 WOOD TRI 2 22 2 f~~-~°°' 2 n oo = _ 12 _ ~1 to N z ~ ~ a fit-StBI x-~T'RII ~ Q ~ ~ ~ z ~ ~ rop of INoo e -o 23 23 23 23 z~ 23 ~3 ~ ~ Q i i cni GUI, RED STONE SILL ~ ~ 0 0 0 0~ ~I ~REp ~rON~ - _ _ _ -_CD-~~-_ _ _ _ a oa oaa° ~a?° oa~° ao~ oa ~oa~°~ oao° oC - 4 n~?il ~s ~o° oao~~oao°~oao°~oa ~ ~ ~i,,i~ A8 ~ ~ ~ i ~I DIMEN510NAL SHINGI-E~ 25 YR MINIMUM ~ 1~ , 240 LB/5Ql1ARlE MINIMUM NTINUOUS RIGEI/EN ~~~y L TH 58"M _ - r EXPOSURI: ENG 5 / AX - o~ . WINDOW SCHEDULE ° z ~ ~ 3 . _ ooD MARK WIDTH HEIGHT TYPE R.O. WITTH 0, HEIGH EGRESS ~ `t h N ~ i HI ~ Ill 3220 3'-I 319" 4'-0 3!4" UOUEI.E HUNG 3'-2114" 4'-I 1/4" Y6. ~ ~ a o- 3226 3'-I 3/b" 5'-0 314' I~01~1„~ HUNtS 9'-2 I/4" 5'-I I!4' x ~S ~~~j~ _-o~ 3229 3'-I 3/9" 5'-4 3!4' DOUBLE M)~a 3'-2 I!4" 5'-51/4" ,0 x T ~ ~I ooD o = 3232 3'-I 3!8" b'-0 3/4' DOUBLE HUNG 3'-21/4" 6'-I I/4" x T 3232c ~~-0' 3'-0' GA5EMENr/FI>~D 3'-0 3/4' 3'-I u4' REVISIONS a~- a 5642 5'-I J/&" 4'-0 3/4" I~IGNRi 5~-2 I/4" 4'-I I!4" 1 6~2~1~7 -a= - o~ -~i ~D -o- a -a= EGRESS NQTE5= _ TOR OF NDO - o~ I, 51LL I~IGHr NOr MOf~ THAN ~4' =o CJ 2. NET CLEAR 01'EhllNb OF 5.15Q.FT, - Ix8 FASCIA BOARD - - ~ 3, (MINIMUM DIMF~ISIONy OF 22' NIGH X 20"WiD~ d3 - Ix4 WOOD TRIM - - ~ NOTE= GLAZING SWALL GON~ORM TO ALL THE REAUIREMENT'S OF SECTION 306 -a- - o~ i a~ WAZARDOUS GLAZING LOCATIONS IN AN INDIVIDUAL HARDI SIDING _ ooD FIXED OR OPERABLE PANEL 'MAT MEETS THE FOLLOWING _f o= CONDITIONS= a?° _ - EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 4 SQ.FT, - BOTTOM t~DGE LESS THAN 16' ABOVE TWE POOR -TOP EDGE GREAI~R TWAN 36" ABOVE THE FLOOR Ix4 WOOD TRIM !x4 FRElZ -ONE OR MORE WALKING SURFACES WITHIN 36" OF GLARING Ixb TRIM -INDOORS, WINDOWS, AND ENCL05URE5 FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATWTUBS, AND II SWOWERS, GLAZINr~ IN ANY PART OF A BUILDING WALL Ix4 TRIM ENCLOSING TWESE COMPARTMENTS WWERE THE BOTTOM EDGE • OF THE GLAZING 15 LESS TWAN b0' ABOVE' THE DRAIN 2 23 ~ INLEr ~j 0 INDIVIDUAL GLAZED AREAS IN HAXARDOUS LOCATIONS SHALL ~ eo HA1lE EAGW UtdIT 4F LAMINATED, WEAT STRENGTHENED, TARED GLASS PERMANENTLY IDENTIFIED BY THE MANUFACTURER, Id" BOX G LUMN THE IDENTIFIGTAION OF Tf_MPERED GLASS 5HALL BE ETCHED OR CERAMIC FIRED ON TWE GLASS AN17 BE VISIBLE AFTER CULTURED STONE yILL iNSTALLATiON ~ ~l ~ p y~ ~p~ G o = o = ao = oo - o - o - = oo = do oo - o GVLiVIV,.V STONE = o~ = o~ = o~ = o = o = o~ = oO = o ' = o~ = o = 0 o Im6 TRIM ,~y - o~= o ~ ~ ~ ~ ~ ~ ~ !~U T i SI E, NU I E12 A?5 1 HANDRAIL5 HAYING MINIMUM AND MAXIMUM WEIGHTS OF 30 INCHES AND 35 INCHES RESPECTIVELY, MEASURED VERTICALLY FROM THE N051NG OF THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS OF THREE OR MORE RISERS. ALL REAUIRED HANDRAILS SHALL BE GONTII~JOUS THE FULL LENGIH OF TWE STAIRS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINATy, HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT Z~ ~ ~ ~ LE55 THAN I I/2" BETWEEN THE WALL AND THE HANDRAIL. HAND,R,,,,(~II~ GRIP 51ZE U1 Z HANDRAILS SHALL HAVE EITHER A GIRGUI,AR GR055 SECTION WITH A DIAMETER OF I I/4' INCHES TO 2" INGHE5, OR A NONGIRGULAR GRO55 5EGTION WITH A PERIMETER DIMENSION ~ ~ OF AT LEASr 4 INCHES BUT Nor MORE THAN b I/4 INCHES AND A LARGEyr CR055-SECTION DIMENSION Nor EXCEEDING z ~~Ia a - 2 I/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS QF _ I/8 INCH. ~IV FIBERGLA55 SHINGLES WI # I F OVER 15 BU LDING ELT STAIRWAYS SHALL NOT BE LE55 THAN 36" IN CLEAR WID1H OVER 1/16" EXTERIOR GRADE AND BELOW THE REgUIRED HEADROOM WEIGHT. THE MINIMUM OSB SHEATHING WIDTH AT AND BELOW THE HANDRAIL HEIGHT SHALL NOT ~ 2x4 IOOKOUTS BE LE55 THAN 32" WIRE A HANDRAIL IS INSTALLED ON AT 24" O.G. ONE SIDE AND 28" WHERE HANDRAILS ARE PROVIDED ON BOTH 51DE5 1x6 FASCIA - ~~S GUARDS SHALL NOT ALLOW A SPHERE 4" TO PA55 THRU. PREFABRICATED RDOF AT 24"O.G, TRU55 BEARING BATT INSULATIONC~ARDR~IL DETAILS _ PORCHES ,BALCONIES OR RAISED FLOOR SURFACES LOCATED NOTE INSU I N FAGING5 IN ATTIC MORE THAN JO INCHES ABOVE THE FLOOR OR GRADE BELOW LAT O AND EXPOSED , DWELLING UNIr OR GRAVE SpAGEy SHALL WAVE ~L1- GUARDRAILS NOT LESy THAN 3b INCHES IN 2x9 ARING T WEIGHT, OPEN 51DE5 OF STARS WITH A TOTAL RISE OF 2) BE AFLAME SPREAD RATING NO TO EXCEED 25 AND SMOKI: DEVEi.OPED FACTOR NOT TO EXCEED MORE THAN 3O INCHES ABOVE TWE FLOOR OR GRADE BELOW ' SHALL HAVE GUARDRAILS NOT LESS THAN 34 INGNEy IN 450 { Y N ~ e~) ~i WEIGHT MEA5URED FROM THE NOSING OF THE TREADS TREADS AND RISERS ~ Q y THE MAXIMUM R{5ER HEIGHT SHALL, BE 13/4" AND THE MINIMUM TREAD DEPTH SHALL BE IO" . THE RISER HEIGHT SHALL BE ~ MEASURED VERTICALLY BETTNEEN LEADING EDGES GF THE ~ 1/2" GYPSUM BOARD OVER ADJACENT TREADS. TWE TREAD DEPTH SHALL 6E MEASURED ~ 4MIL VAPOR BARRIER HORIZONTALLY BETWEEN THE VERI'IGAL PLANES OF THE FO~NI05T PRAJEGTTON OF ADJACENT TREADS AND AT A RIGHT ANGLE TO ~ ~ THE TREAD'S LEADING EDGE Rfq GATT fNSULATION i DAM ~ T}IE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY T BE 5 THAN ' " MEA RED TTG SHALL NO LES b-8 SU VER ALLY EXTENT aF HEADER (TWO GRRAGED WALL UNIrS) ~ FROM TTTE SLOPED PLANE ADJOINING THE TREAD NOSING VT OF HEADER(ONE BRAGED WALL SEGMENT) ~ • OR FROM THE FLOOR SURFACE OF ~ LANDING OR PLATFORM TENT OF WEARER ~ ~ 1x9 CEDAR FASCIA i 2' TO 18' ~ __J (FINISHED WITHH) ``+r I~~~~~I ~ ~ ALUMINUM GUTTER ~ " ~ q MIN, 3 xll 1/4 NET HEADER N ~ ~ r-------^Tr--- _ _ _ ~ FASTEN SHEATHING TO HEADER W' ° ° ° ° ' ' i o a o o ~ ~ ~ o° o o VIII ~ ~ ii N 3d COMMON NAILS IN 3" GRID ~ ` ` ' ° ` 2x SUBFASGIA PATTERN AS SHOWN AND 3 O.G. i o°° o o ~ ~I ° a o o a ° ~~.J " IN A TU AND SI L5 ~_T 2x4'5 ®24 O.G. LL FRAMING (5 D5 L ) i i° ° i i i SHEATHING FILLER IF NEEDED i ~ HAND . L SOFFIr WITH NT ~ Iooo LB WEADE~R-TO-..JACK-STUD ~ ~ ~ T~ Ind 51NKER NAILS IN ~ STRAP ON BOTH 51DE5 OF OPENING i G to TOP PLATE i i i ~ ROWS ~ 3" O.G. ~ ~ CONTINUITY 15 ~ ~ i ~ 2x4 LEDGER , (TYPJ(INSTALL ON BACKSIDE A5 SHOWN vio~ ° R 18 RISERS AND _ ~ ! i ii, 4001.E HEADER-TO-JACK-STUq ii, REQUIRED ~ ~ i i i STRAP ON 60TH 51DE5 OF OPENING m.'` „ oN 51DE ELEVATION, REF, N0. LSTA24) , ~ i i R 17 TREADS ®10 ~ i°,° i i Rb02.10.5 ~ , ~ h,. . MIN (2) 2x4's f1YP i°i i°i° ~i< ~ i i i ~ (REF. N0. LSTA24) ~ 1`~3' ~ ~ ~ y i° BRAGED WALL i i i i ~ ~ ~j~ ~ w 10" , IF PANEL SPLICE 15 NEEDED IT SHALL ~'e R SEGMENT PE ~ ~ ~ ~ a ~ 880210.5 Z ~ ~ Q SEE ELEVATIONS d 514" TREADS - OCCUR WITHIN 24" OF MID~HEIGHT, a~ i ~ Iola ~ i i i ~ ~ I~~ N ~ • F BI.OGKING 15 NOT RC-QIJIRED. ~ ~ i,i, FOR iNISHES ~ ~ ~ l,° i i i i Q 3/8" MIN THICKNESS WOOD ~ Q 2.x8'5 v 16"O.G. ;°i I°I° ~ i i i STI~.IGTURAL PANEL SHEATHING ~ ~ s a~~~~ ° 1. ~ F K D5 P T E oi<~ ~ ILDING WRAP N0.0 JAG STU ER ABL _ R502.5(I ari 2) ° ~ ;i i°i, 1/Ib EXTERIOR GRADE (2) 2X12 STRINGER °i i°i. OSB SHEATHING MIN WIQTH BASED ON b~l i i i° - II 1/9" TJI'S A Ib" O.G. HEIGHT TO WIDTH RATIO, FOR °i° EXAMPLE. I6" FOR 8' WEIGHT ''°i i i° ~ ~ ~ ~ 1 6J2b~07 _ ~ 314" T rt G EXTPRIOR ~ °i i i° ~ " ~i ii ~ ~ ~ ~ 2x8 PRE55URE TREATED MIN2x x3/16 TE WA GRADE PLYWOOD 2 PLA SHER ~ ~i ~ ~ ~ ~ - _ BASE PLATE GLUED AND NAILED TO J015T5 - - ~ 1/2"X 10" ANCHOR BOLT W/ 91°, ° ° ° ° , , e , ° ° II ° , , i~ `II 2x4 PRESSURE TREATED NOTE 3" HOOK 8" EPBEDMENT ° U THE GRADE Y FROM FOUNDATION ~~v~ WALL SHALL F LL A MIN. b" WITHIN " I/2 x i0 ANCHOR BOLT W/ ~ FOUNDATION PER GoDE (TYPJ -1 I I-1 I II1 II_I li i i ° ~ ~ I~z"x ion ANG~o~ soLT wl TWE FIRST 10' 3" Ii00K AT 6'-0" O.G, ~ u " ~I 3 HOOK 8 EMBEDMENT Tap OF I -0 FROM CORNER 8 EMBEDMENT " - i 10 - GONCRET`E " I , ~ I ° __J " TH ~~RADE AWAY FRAM FOUNpATION 8" POURED CONCRETE WALL _ _I~I_ h --1 WALL SHALL FALL A MIN. 6u WITHIN 4" GONGIZETE SLAB _ THE FIRST 10' -~I =111-I I II I. S ° I 9 POURED CONCRETE WAL ; ~ ~ Ib RISERS AND " 1 " #4'S AT 24 O.G. HORIZ °I, 15 TREADS ®10" ~ E VERTICAL, ~ °i 5 ~ i - U P ~ s OUTSIDE ELEVATION SIDE ELEVATION R5 RIGID INSULAT10N I , " ~ to IMpORTi MpORTANT G D fZ~QU I R MINT; ~ I : - ~ ONLYONLY FOR UU WALL MOUNTED HANDRAIL - ~ ONLY FOR U5E ON H4M)S NV FULLY SHEATHEp PLYWOOD ' ° I° OR OSB EXl MEMBRANE I OR OSB EXTERIQR WALLS. PER IRG Rb02.10.5 ~ ~ II Q - WATERf~00FING ~ I` ' I TAR PAPER AT SLAB DETAIL OF NARROW WALL BRA+~ING MET~IOD WIT~IOUT ~IOLDDOWNS ° PERIMETER ` I 5/4" TREADS I, (zJ 2 y I 2X1 TRINGER TAIL 1 OF' 3) ~ 4 a _ WHEN THE BA5EMENT STAIR 15 ENGL D I AND THE UNDERSIDE 15 AGGESSIBLE J FOR STORAGE, THEN TT-~ TOP AND ~ al 2X4 PRC-55URE BOTTOM OF TWE STAIR STRINGER 5H L a i TREATED PLATE BE FIRESTOPPED AND THE UNgER51D I MUST BE COMPLETELY DRYWALLED Z ~ b° ° ° < ° ° ; ° ° ° ° a ; , ~s N0 SCALE OF ~AOR~ WALL ~R~CING MT~O~D 'IT~O~JT ~OLD~00'R~1~~ ~ F ~~°a ° ~ A9 SCAL TOP OF .b 8, ° . a J 8° 5° ~ q FOOTING ° ~ ' a~ ~ ~ ~ °n, 4" GONCRETI: SLAB W/ " Xb-WI,4xWl.4 VrWF AT MID 3" DIR. PLASTID DRAIN TILE, b ® ~ PLACE WITH HOLES ON BOTTOM, DB'1'N OVER 4" GRAVEL FILL " CONNECT TO SELF CONTAINED W/ b MIL VAPOR BARRIER I w~ wiru x~u~ nit ryRav~rY I I DRAIN L....bom am SHEET NUMBER R SgQTION I6° X 04 DP GONGRETE FOOTING WITH (2) #4 1 MI 11-1,00 REINFORCIM PARS 3' DIA. FLEXI6L.E OR RIGID DRAIN PIPF, GRAVEL FOR DRAINAGE A9 I _I w /z-rJ w ~ i C ~ F"""1 A ~ r. wy F~1 FIBERGLA55 SHINGLES OVER 15~ BUILDING FELT OVER 1116" EXTERIOR GRADE ~M 050 SHEATHING PREFABRICATED ROOF TRU55E5 AT 24"O,G. 12 FIBERGI-A55 SHINGLES `~7 ICE SHIELD: 1 F T F ING R EQUAL R36 BAIT INSULATION OVER 15# BUILDING FELT (2) LAYERS 0 FEL LASH 0 MATER .EXTENDING FROM EAVES EDGE OVER 1116" EXTERIOR GRADE IAL 050 THING TO A POINT AT LEA5T 24" IN51DE T1iE Y~°°1 EXTERIOR WALL LINE OF BUILDING PREFABRICATED ROOF 12 TR1155 AT 24"O,G. ~r 1 Y IX0 CEDAR FASCIA -~}yy 2X4 BEARING rRu~S , BEARING ~ ~ ~ BEARING Ix IA 8 FASG ALUMINUM GUTTER 2x SUBFASGIA R38 GATT INSULATION 2x SUBFASGIA 2) 2X4 BEARING ALUM GUTTER 2X4 LEDGER ~ fa is Y I ' 1 w~ SoFFIr wITH VENr 50FFIT WITH VENT 1/Ib' EXTERIOR GRADE 112" GYPSUM BOARD OVER j t~'~~ 2x4'5 ®24" O.G. 056 SHEATHING 4MIL VAPOR BARRIO 2x4 LEDGE BUILDING WRAP RI3 BAIT INSULATION Q ~ ~ L`+ ~ Ams a I/2" GYPSUM BOARD OVER 2X4'5 ~ Ib"O,G. z 4MIL VAPOR BARRIER ~ ~ 2X4'5 ®Ib O.G.--------~ ~ ~ BUILDING WRAP ~ F RI3 GATT INSULATION 111b° EXTERIOR GRADE 05B SHEATHING 314" T 4 G EXTERIOR 3/4' T t G EXTEF '4' T t G EXTERIOR GRADE 058, GLUED AND NAILED GRADE 058, GLUI ~4ADE OSB, GLUE=D AND NAILED ~ II 1/b" DEEP T,JI'~ 1/b" DEEP T,JI'S ®Ib" O.G. ~ ~ TOP OF TOP OF DECK ~ _ DECK ~ II ~ RI M BO ,1015T 4 Q JOIST ~ ~ BEARING RI4 GATT INSULATION BEARING 5EE ELEVATIONS ~ FOR FINISHES STEEL BEAM SEE PLAN FOR SfzING ' 5/8' TYPE "X" FIREGODE GYP BOARD ~ 2) 2x6 BEARING ON GAMMON WALLS AND CEILING ~ ' ~i ~ a ~ O Z w Q I/2" GYPSUM BOARD OVER ~ =~J N D 0 ~ 4MIL VAPOR @ARRIER 2X6'5 ®Ib O.G. ~s BUILDING WRAP----~ W~ BATT INSULATION ~ aE~ 111b" EXTERIOR GRADE s 050 SHEATHING REVIS~O TOENAIL JOIST TO PLATT; 4-{6d TOENAIL JDIST TO PLATE 4-16d COMMON NAILS OR 5-164 51NKER5 TOP OF COMMON NAILS OR 5-Ibd 51 TOP OF DECK ~ DECK N TOP OF ~TE~ ~ - TOP Op GONGTZETE II 2X8 PRE55URE TREATED II ~ T CONCRETE ~ = BASE PLATE _ ~ - =1I I- I. ' ~ 112"X IO" ANCHOR BOLT Wf ° ` 3" HOOK AT 6'-0" P.G. I I I1-1 11-1 I I to I" lo' BOLT WI - I /2 X ANGWOR i I'-0" FROM CORNER 8" f~MBEDM T ~ NOTE: I~ 3" WOOK AT b'-D" 4.G. THE GRADE AWA FROM FOUNDATION I'-0" FROM CORNER 8" EMBEDMENT °°I ° 8' POURED CONCRETE WALL ~ WALL SHALL FA L A MIN, b" WITHIN , I THE FIRST 10' , , I; I' #q~'y AT 24" O.G, HORIZ ' `a ~ VERTICAL. I 8" POURED CONCRETE WALL I #4'S AT 24" O.G. WORIZ R5 RIGID INSULATIO I " R5 RIGID INSULATION ~ { ~ ~ VERIIGAL. I. b 4 ` MEMBRANE Q 'a ,l. TAR PAPER AT SLAB NFF-N-DRY p WATERpR00FING PERIMETER I V'IA1'ERPR40PING ~ I ~ ~ll ` I ° TAR PAPER AT SLAB °le ' I PERIMETER ~ I 4" CONCRETE BLAB WI 4" CONCRETE SLAB NU ~ 4 ~ 6X6~WI.4XWI.4 WWF AT MID I DEPTH OVER 4" GRAVEL FILL 1 PIBER MESH OVER 4" W/ 6 MIL VAPOR BARRIER I °I'° GRAVEL FILL W/ b MIL ~ °I " A. P T G D I TILE I VAPOR BARRIER A< ~ 3" DIA, PLASTIC DRAIN TILE, ~ 3 DI LA5 I RAN I PI-AGE WITH HOLES ON BOTTOM. <I CONNECT TO SELF CONTAINED ~ { PLACE WITH NOLES ON BOTTOM. ~ a~ SUMP WITH PUMP OR GRAVITY ~ GONN1rGT TO SELF CONTAINED " I DRAIN EMI' WITH PUMP OR GRAVITY D ~`°o I' gram ` ° .I ,b , ~ TOP OF ~ TOP OF .b a. ° h 4q .p° r ~ FOOT NG # FOOTING °~~.a ° ~ ® h/J nq " Ib" X 8" P CONCRETE 2 1 ~ z ~~~x orr w~ FOOTING WITH (2) #4 AID ~ ~ s 2~'~1'4" ~ ~r ~ ._q," REINFORCING BARS I'-4' Ib" X b" DP CONCRETE CMTIN/:. WITI.1 /71 Itd i vv i nw +n ny •.-r REINFORCING BARS "~WALL SE( 3 PIA. FLEXIBLE OR M ON RIGID DRAIN PIPE 3" CIA. FLEXIBLE OR SHEET NUMBER AIOGAI~~:I~„~1'On GRAVEL FOR DRAINAGE RIGID DRAIN PIPE GRAVEL FOR DRAINAGE .10 I