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06201405 Permit File
a City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 24 Jun 2008 Vendor # : 24609 Vendor Name: Brackett Builders, Inc. From Department: Building Address 1: Address 2: FinancelPurchasing Use Only: c• State• -[zip: Unit of Account Unit Price Extended Price item Quantity Measure Description Number 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 7068 Calabria Place 4 Permit No. 06-201405 $3,000.00 $3,000.00 5 6 7 8 PLEASE INCLUDE ADDRESS & g PERMIT # ON CHECK STUB, THANKS. 10 Department Head Approval v i Dat I~flb TOTAL $3,000.00 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road - Dublin, 614) 410-4680 Ohio 43016 Phone: (614) 410-4670 Inspection RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: Ca ~ P, W-- PERMIT NO.: . 2 61 FINAL INSPECTION DATE: BY: Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 CATTY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT This agreement made and entered into by and between _ 'BA4C," rr &AILD62,S I I/vC • _ (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, and ~A f fn"-R4OT-F (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: 74948 G44AUI 4 l'bicc pugt.W I oI4. g301 Building Permit No. 06 ' 070/i(40 .s ,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) ! 7)09 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 ~ h I f k f 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. Project Manager/General Contractor Date Project Mana er/ era ctor (Signature) (Please Print) j' Owner/Occupant Date Owner O cupant (Signature) (Please Print A ept d - ity of Dublin Date \\DUBLINDATA_PER SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITION, L OCCUPANCY AGREEMENT.doe Page 2 of 2 Updated 4-02 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type QWD OCci RANc,f Application # 6^0E)/ 4Date p~ ~ The undersigned inspectors checked your property at :~O(' -i C.-A 1482) ki P .L_ for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS 12d U Cn ND ) I OvV C ("-4 f) P N (7 (.5 E t~N~nl a L P~ONPS -RF~S ~~'J ~ D ~ NIA PPo-rev-'g'L_ d~ ry l2fUy D ~A)aItalJ-*, E21rVG VtWL) ___3ot 2QA&A)C, Rn/U b 3000 ? APPROVED U DISAPPROVED By CONDITIONAL - i CITY OF DUBLIN k Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 SUBCONTRACTOR DISCLOSURE ' General Contractor:' Application No,: 010 - Job Address:~~ ' The General Contractor is required to furnish the following information regarding any contractor working at the above address prior to issuance of a Certificate of Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO. EXCAVATION* Shepherd Excavating 07-267 CONCRETE* Shepherd Excava ' 07-267 MASONRY Buckholz Wall Systems 07-3274 STRUCTURAL* 84 Umber 07-4368 ELECTRICAL* Area Ene & Electric 07-2668 PLUMBING* Advanced Plumbing HVAC* Mission Mechanical 07-5440 INSULATION Edwards/Moone & Moses 07-129 ROOFING* 84 Lu bei 97-4368 Mariano & Brot e 07-5171 SIDING N/A SANITARY SEWER* Shepherd Excavating 07-267 LANDSCAPING Greenscapes Landscape 07-1292 FIRE PROTECTION N/A UNDERGROUND FIRE ALARM --N/A FIRE SUPPRESSION N/A PAINTING Professional Finishes N/A OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 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: e, Company: Site: ~ Lp 7< Q-) "-t i 6 (Provide Detail Plot Plan of Lot) / „ Lot No: c~• Application No: DIP 2.b P405 Subdivision: `f4R-16-"' 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 Ok 5dD (Ord. 7-75, Sec. 150.039(J)) (O.R.C. 723.011) (Ord. 40-98, Sec. 53.090 (G)) 14. Adjust Watch Valve to Grade ? 6. Replace Damaged Asphalt (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) Submit "As Built" Plot Pla ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) Driveway Exceeds 8% Maximu Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures C:A 3 Comments: 00 6 l Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approve-0 prior to requ ting an Occupancy Inspection by the Building Di sio . Inspector: Date: Re-Inspection: ? Approved ? Disapproved onditional t 'N- Z 115 Inspector: Date: Engineerin nspectio WHITE - Site YELLOW - File E 304 rev. 12/04 PP Budding Permit No.: L_)(~' Project Address: ! 0 ta ~ Inspection Date AP DA Ins Comments -inspection Date AP DA Ins Comments Plumbing Insulation q 51 AP CIA/ Underground Sewer Footing H 1 HA Final Electric 15hh AP r~ toles Foundation 771- AP Final Steel Plumbing Foundation 5 f V 9Au Final HVAC 214 Pf Radon Mal 4P Final Gas $I I 7 -.97 W }i ~ V o t G4 - HI n NO Preslab Piping I 4f RAJ GRu t- Rough /Cat ofl"4's (wvt c .!s Engineering Electric 2401 (CWA) Engineering Electric 1l0? (Pre-Sod) Service Final Rough U-0 DA 14AO L Engineering Plumbing Z7-1 MiZ >L_V Gas Piping 7i (Rough) Rough HVAC 7 NR rzv Final Zoning I WO 23rd ftP RAI Fireplace y1 { Zoning Rough Occupancy 111 i) P, Framing '71" 7 RE u~j o K_ -ro 5 P2A-I PtJ 5 , uiuf ov j~ R~ A oh AP (l i p • CITY OF DUBLIN CUSTOMER RECEIPT Batch ID: 1/17/08 01 Receipt no: 2424 Type SvcCd Description Amount 2006 201405 BP BUILDING PERMITS Qty 1.00 $3300.00 BRACKETT BUILDERS Tender detail CK Ref#: 13679 $3300.00 Total tendered: $3300.00 Total payment: $3300.00 Trans date: 1/17/08 Time: 12:28:28 THANK YOU FOR YOUR PROMPT PAYMENT BRACKET ' BUILDERS, INC. 185 M"biH Drive OFifth Thud Bank ss-a2z TroY, 0.No 453734074 zys 013679 L~ /a6 #'3, -34,0, o~ PAY' TO - DATE CHQCK NO. AMOUNT rH~, oF, City of Dublin 8 ACK C. 11'013679119 1:04 2 20 2 1961: 7 7006 26 5 70ii' 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: G' Q lw T Site: D LP (Provide Detail Plot Plan of Lot) J' Lot No: Application No: Qla 2c) l405 Subdivision: ! 4 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 0k-('0 5 co (Ord. 7-75, Sec. 150.039(J)) t (Ord. 40-98, Sec. 53.090 (G))~ (O. R.C. 723.011) ? 6. Replace Damaged Asphalt U14. 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) 6. 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 41ZZ108 ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) 'roos~ (Ord. 35-74, Sec. 51.04) b~ c 5~zol ?18. Remove Erosion Control Measures Comments: ~ tvey u S% e .k It-dap May 20 bS J>y L.arCrrtfl1l7ewncrl Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to reque ting an Occupancy Inspection by the Buildin Div sio Inspector: Date: f "`Re-Inspection: roved ? Disapproved C onditional X Inspector: Date: o it 171% Engineering Final Inspection /d WHITE - Site YELLOW - File E 304 rev. 12/04 PP y 23 08 ,10:09a p.1 May ^1 Ann: ,taros S;a]ford Cif, r aFA).tbIf .2Ctit c.. v.4 fE. i1:1Q Lalabrju miL' OH 43016 i hiS I:-Iter is t~ c'tOC1lt?i~.'lall1~..°, t f~:7VCl,"'w,Y at ou : ,,,.e i]at,Y IeCLi] i}34~Vtii~tt 2t1':S~ ?i:y ~ t'LI L: our Satisfaction, ak you, ,l n 4 r ] .T It?'_t 3.5 zac r ' b:r, 'S5 vrx+4 www-bracke ttbu ilders.rnm Ft RIC" , % t1 N ~ ~ O 7 _ ~ • 1 1.50 ~ ;1 . ~ _ - o EX /e* ProtOctiOn fg,76e , 69 ijeo ~ 96Z0p•• ~ ~ ~ p , % p \`O' Bike .20 18" Stet., 1)' ICY 967. 0 -8" San. r21 Qyry 79 94 -04 x 2 x Z8', Sf"' , t 9! 1 5,bf V.C. •04 \ p ; ~ ~ ~7 Off! O'!.C T.C.' ; ~~O +9s9 i r. ,v 8 ~ f i i I F ; c. 5, ? 0 F.G. ` ~ti J i sv~ 9~~• } s ' 965.5: _ 86050 T.C.' t > > .40 'VW.40 1 , m like Apth too 96).2 Son. ----T--- ~~tt?),f z (D C- 1. Jox a W.O. 955.4 of a0a±Dw LN Old-'Q (9:E ~O S£ m m ~ +wvy a m i A d> O H s N l_.~. 0 9.50 9.50 ? ' 1 YAI[D~ - Yy i6 V i ~~OF C yN i? y II.B ~ N O b. hhhhhh;111iii FF[tm N ~A / 1~ m m € r) H x m j Vnz >°RI = N i V ~ _ F ~g~ ? m III < I 20 • .R a "ig IY~" m pp a m ; sore .ax D 2 f O Da O m' ti iD ~ NI>t D GT~p n ~bT m o D ~a T nrr t G rn Z r /i a)Om g w y a 33 ~ Imo a ? ~'L~ 4E ~ ? D ? .y iRn < 1~ ~ ° F j y. y3M36 gill „IY Z Cv ~Z-1 b <~o / 0~p=spI R V N m R~~ ~°r ~ a W1TEk M'•IN z I HEREBY CERTIFY THAT THE GRADE ELEVATIONS SHOWN OM THIS PLOT PLAN ARETHE I RESULT OF AN "AS BUILT" SURVEY I PERFORMED ON u r. I .'~Jp ~ eCzy O YOR OR BUILD R IGBA U C+ FMINEERINGCO1MpjjANCE y o m 0 City of Dublin o t ,aq APPROVED AS NOTED j o~oa°aaaa'~~• FP 09 2 2 0 a I e a IP II A r• o 1 e e T ¦ ¦ • y o f !jj ~IIH p4 S C H O C H p E M A R R 1 .11 R E S I D E N C E W ~ A~~ I !it)~ f~ A 5 S O.~ I A T F. 5 s ~ ~ ~ ~ I,~•1~1 ,~:..~.AO•lo.l~.~,~ r l..,a~.,.r,, .I.~.„Iw.,.~,~.,.,.,.._._ I II~~~I~I•~I LOT 72 Ti r" SST S`" 3 i~ Aa $ P42 147-148 aff 4w ANN uow caw, a m C Y Z i v I q,A~ 7/ /b7 AS AWT LOT SWW tax: mw ow_ c~ ~s ESMT 1 ~ $ 1 72 „ 1 MY FROE I 71 I IIIOP. aGE ~ I . xw -AS w.T GGOE I I N 73 I ~ I 1 l 1 1 I t 1 51 SCAE: T' • 2Q' 20 w 0 20 CA(NM PLACE ^i AE ASOr MAFY Mr AiVAMUM AgPJVWt=AOV AAnEr &W fWAVfA N ACC41 AAW WA/ OA PM 47jj-.N aW ApMYSMSW MW AW a AUr A AMAMW $M YA',inT, W A MWEV t1.xkR OW A fALr CM AAARAr6 ApxAm RIr ARRJ61 w taw Aw MW mw1R u amE rAW At AtV A7 AF AMlfAAW AS IMWAR MW AAA IW AAT 40M AP IW At ~•+~N"'N"z A d~lE1P A2P AMYPTAAgSE -,%S OP AA: A WOMAPV 9n0W AEMW 4 ACEr JV AE MW RAP AE 007AUAAM z JAMES G°a'fm 85T(AA OP offfA9wf wrApwoaAwu & Ad iM10~7Pfl'r61a71kD N ~ ~PEASACG MIX 16NE X COMKaV rPAAEC .DAOII? 9 PAS AN'.DN MAE At*" K 110100/?tttIM1AM,1~ i T.0% off *To vva o0_OT 9nT JnnVIAl/TT CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 BRACKETT BUILDERS, INC 185 MARYBILL DRIVE TROY, OH 45373 March 05, 2007 RE: Buil # Ptnrrit Ne ug iration Application Nuiie2- Address: PL Project Description: SQ' ~T 66 Dear BRACKETT BUILDER $,JNC: The Building Standards Division records indi4 * the above-mentioned permit will expire on April 08, 2007 and that the project has-nit received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit; for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, < I-qL- Jeffrey Tyler Chief Building Official May 11 07 02:29p Ed Langenkamp 614733-0785 p.1 11AY-2.4-28BS 09:3t pm 8R I Atd. S. SNO{JCASE 614 529 9325 02 P-02 CITY OF DUBLIN Division of Building Sbanclsnis . MO "br•4 NOW Road 1, DUbitn. Ohio 43416 Phone: (014) 410.4M • Jn*psation brie: (014) 4104080 Application !Number o6 -.?o/~~ SURVEYOR BUILDING LMATION AND FRW FLOOR ELEVATION CERTIFICATION FORM 1.9* unders%WA do hwe y asrdfy Me ftnowl" 1, lotion of booft0 and a pn of toP of tb* f"ft'Mtbn wab at.ths reibrenped prsopeft. It Is the burdens uapsmmtibiltfy io Maas *d the lacatt W and elstirAft of** top of the foWWMMo wer As firatiMgr "Im' ss Pw the roved P btk 0W*lr with the albs plan Opp n" by to Clly Of Dubgn (in Mhrsncs to the My of Ddit COMW Of dhWs:r 13OIi.Olt (kW .-P..~snY Owner: 3 rac~-~- ,~~t ~ pr/g ice--..-- -------_•w...... Sabdivtsion: Ta~n W ttk Se-c- 3 Loot NwMnr. r7 2 Addr+i~s: ~7a C ~L i3R t ~t~ ApProved FoundWon EWvaftn q to ~o ' Its" above fhsen sso lsw1. Actual Tap of 'Foundation cl X05-VFW obwn !lean am feral. °F oy''-• Professional Eaatl: y JY HEATHEi : O of "16f KUNG : 5-8307 -~o •.~~~Orr o sip NAL This forms to be QOW&dod prior to the buraiadon Mspsotlon and must bs Warim aw>Mbk on-site with tfis aifprowd P»'1s. +naQavu CITY OF DUBLIN w Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 462-3865 (Franklin County) Application No. an - A n `A0 Date May 7, 2007 New ? Remodel ? Commercial APPLICATION FOR PLUMBING PERMIT )(Residential 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 7068 Calabria Place Parcel No. Subdivision/Project Name Tartan West Lot No 72 Owner's Name Brackett Builders Telephone Contractor's Name A-1 Advanced Plumbing, Inc. Telephone 614.873.0548 Contractor's Address 8299 Memorial Drive Plain City 43064 Dublin Registration Number 06-114 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? sewer How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? 4" Of what materials do the vent pipes consist? PVC Of what material does the house drain consist? PVC *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Appliiccat~tiion for permit & first fixture $50.00 Application for permit & first fixture $60.00 ~s19 Number of remaining fixtures X $10.00 = $~8~ Number of remaining fixtures X $12.00 = $ Total Inspection Fee $D Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty' Qty' Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories 7 Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank 1 Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201405 Date 5/07/07 Revision number . . . . . . . 2 Property Address . . . . . . 7068 CALABRIA PL Parcel Number: - Alternate Address: TARTAN WEST 3 #72 Tenant nbr, name . . . . . . SQ FT 6602 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . BRACKETT BUILDERS, INC Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB - _ ---Occupancy-Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee 430.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . . 1/29/10 Qty Unit Charge Per Extension BASE FEE 50.00 38.00 10.0000 EA RES PLUMBING >1 FIXTURE 380.00 Special Notes and Comments Missing existing 8 inch storm sewer, mislabeled easements and easement drawn incorrect. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . Page 2 06-00201405 Date 5/07/07 Revision number . . . . . . . 2 Special Notes and Comments CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed-on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 430.00 .00 .00 430.00 .00 Plan Check Total .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 Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . 06-00201405 Date 3/15/07 Revision number . . . . . . . 1 Property Address . . . . . . 7068 CALABRIA PL Parcel Number: - Alternate Address: TARTAN WEST 3 #72 Tenant nbr, name . . . . . . SQ FT 6602 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . BRACKETT BUILDERS, INC Structure Information 000 000 Construction Type . . . . 5B - UNPROTECTED COMB Occupancy Type . . . RESIDENTIAL - 1,2,3 UNITS Permit . . RESIDENTIAL BUILDING PERMIT Additional desc . . 6 MONTH EXTENSION 10-31`-07 Permit Fee . . 620.00 Plan Check Fee .00 Issue Date 10/04/06 Valuation 0 Expiration Date . . 4/08/07 Qty Unit Charge Per Extension BASE FEE 140.00 12.00 40.0000 RES BLDG PLAN REVIEW 480.00 Special Notes and Comments Missing existing 8 inch storm sewer, mislabeled easements and easement drawn incorrect. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions' required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. 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 Application Number . . . . . 06-00201405 Date 3/15/07 Revision number . . . . . . . 1 Special Notes and Comments CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 620.00 620.00 .00 .00 Plan Check Total .00 .00 Grand Total 620.00 620.00 ..00 .00 00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. This permit form is provided by the Building Industry Association of Central Ohio as a public service. • APPLICATION FOR BUILDING PERMIT THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE ISSUED IN OHIO UNDER AUTHORITY OF: Zoning District Date . 0 Bexley 0 G'roveport. 0 Westerville Dwelling or Bldg. Permit No. 0(D- a 01 L/ y 0 lumbus 13 Hilliard 0 Whitehall Plan No. Addenda No. Dublin 0 New Albany 0 Worthington BUILDING LOT 0 Franklin Co. 0 Powell 0 0 Gahanna 0 Reynoldsburg 0 Has deed for this lot been recorded? ,S~YES ~ NO 0 Grove City 0 If answer is NO, approval of Planning Commission is necessary Upper Arlington 0 before lot can be recorded. 1. IDENTIFICATION STREET ADDRESS CITY2IP OWNER'S NAME QA BLDRJCONTR. NAME - ARCHJENG. NAME -4 2. Street and number location, I fl ~o~ rAt rz4 Lot 72 y 1, Number Acres _ A.& E W side of Ca.L.s.~aita~. 'PL . 13 Private St Sq. B. feet, N S E W, from intersection of f~YLr~ cdR..flY 3. Subdivision _ 7A P:T- c~1 Township Municipality Nearest Major Intersection 4. County Auditor's Taxing District Parcel No. n1n T k_ 2 A 2~006 - 7 0 A. TYPE OF IMPROVEMENT NON-RESIDENTIAL e A 00. IrNew Building 13 Repair, replacement 13 Church or religious 0 Swimming Pool 4,[- ~ 13 Addition-Alteration 13 Industrial 13 Parking Garage 13 Office, Bank 13 Other 13 AccessoryGarage 13 School 0 Public Works Other B. OWNERSHIP 13 Other TOTAL Private O Public (Federal, State, E. PRINCIPAL TYPE OF FRAME BUILDINg O T N 13 Non-Profit Low) 13 Masonry (wall bearing) 13 Structural Steel Gross Sq. Ft C. COST (Omit Cents) $ '300000 .00 Wwood Frame 13 Reinforced concrete Living Area D. TYPE OF USE 13 Other 5$IDENTIAL F. TYU OF HFATING FUEL Sq. Ft. One family 13 Two family 13 Three family Gas 13 Electricity Garage 13 Four or more family. 13 Other BUILDING DIMENSIONS 0 Accessory Garage 13 Swimming Pool G. TYBE OF SEWAGE DISPOSAL 13 Other A Public Sewer 13 Private system Total No. of Bedrooms: H. J= OF WATER SUPPLY Bathrobms:_ Public O Private (well, cistern) Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public property, and tents. Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, ark to construct the proposed building or structure or make the proposed charge or alteration in accordance with the plans and specifications submitted herewith, and certify tha formation rid statements given on this application, drawings and specifications are to the best of their knowledge, true and correct Application by - . Nl IM Z5 ~la~rl3cdu? s Agents Signature Address _ _ _ _ _ _ _ _DO NOT WR BELOW THIS UNE (Offi a Use)) ~ _ Plan Examiner's Appro1: Dab IN Zordng wing Aullaritles Approval: Date SlgnaWr~ , Signadae Signs . DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co, Audkoes Copy; GOLDENROD-Applicanra Copy 1~, w~ 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 . . . . . 06-00201405 Date 9/28/06 Revision number . . . . . . . 1 Property Address . . . . . . 7068 CALABRIA PL Parcel Number . . . . . . . . - Alternate Address . . . . . . TARTAN WEST 3 #72 Tenant nbr, name . . . . . . SQ FT 6602 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . BRACKETT BUILDERS, INC Structure Information 000 000 Construction Type . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee 62 00 Plan Check Fee .00 Issue Date . . . /DT/~(' Valuation . . . 0 Expiration Date 3/27/07 Qty Unit Charge Per Extension BASE FEE 140.00 12.00 40.0000 RES BLDG PLAN REVIEW 480.00 Permit. . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 290.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date . . 3/27/07 Qty Unit Charge Per Extension BASE FEE 50.00 12.00 20.0000 RES HVAC 240.00 Permit . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 160.00 Plan Check Fee .00 Issue Date Valuation . . 0 Expiration Date . . 3/27/07 Qty Unit Charge Per Extension BASE FEE 40.00 12.00 10.0000 RES ELECTRICAL LOW VOLTAGE 120.00 Permit GAS LINE PERMIT Additional desc Permit Fee . . . . 70.00 Plan Check Fee .00 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 . . . . . 06-00201405 Date 9/28/06 Revision number . . . . . . . 1 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/27/07 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/27/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Missing existing 8 inch storm sewer, mislabeled easements and easement drawn incorrect. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 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 . . . . . 06-00201405 Date 9/28/06 Revision number . . . . . . . 1 Special Notes and Comments NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPS, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen fromthe species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Other Fees . . . . . . . . . RES BLDG INSPECTION 510.00 RES CERTIFICATE OF OCC 20.00 SEWER DUBLIN 1800.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 110.00 Fee summary Charged Paid Credited Due Permit Fee Total 2740.00 .00 .00 2740.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5484.00 .00 .00 5484.00 Grand Total 8224.00 .00 .00 8224.00 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. Tartan West Architectural Review Board 8070 Tartan Fields Drive Dublin, Ohio 43017 614-792-0090 29 August 2006 Tom Hoying Brackett Builders 185 Marybill Dr. Troy, Ohio 45373 Dear Tom, This letter shall serve to notify you of your approval of your architectural plans for the proposed home on Lot #72 (7068 Calabria Place) at Tartan West. The Architectural Review Board recommended changes are noted on the Checklist sheet, all required items have been met. If you have any questions please contact 614.335.2005. Please submit landscape drawings for review as soon as they are ready. Sincere, trad NCARB Tartan West, Cluster Home - Section "I" Architectural Review Board Cc: Steve Simonetti CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No.O& • G `o N E E ' 4' Date Reviewed 43 •0 4, ° Reviewed By p c z a Plan Reviewer's Comments 8 Notes m a Q V H V O Approved Disapproved 0 y z C ~ OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads Houses over 3, 000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 R303.1 Light & Ventilation Schedules Schedules Required on Plans; houses, additions and sunrooms R306 Sanitation - Fixture Clearance R307 ? Figure 307.2 R308 Required Safety Glazing 000, R309 Attached Garage Fire Separation / 1318" s.c. or 20 min. door and 518" gyp. Bd. Type Won r ell common walls per City Ordinance R310 Bedroom Emergency Egress 'S.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 216"x 6'8"(min) R311.4.3 Landings Minimum 3'x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type X" R313 Smoke Detector Locations Bsmt./ha/lway/bedrooms wired to prime electric/battery pack - uprnterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage 112" anchor bolt @ 6'0" oc;7" into masonry & concrete 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 1 112" for wood & steel/ 3" for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c 'a .1 E E n H V Cr _d c ~ v c a Plan Reviewer's Comments & Notes E o Z m a Q U a Z a 0 y z 0 U) C R503 Floor sheathing R(506 402.2) Concrete floors on ground i? R602 Wood wall framing R602.7 Headers Tables 502.5(1) & R502.5(2) R602.10 Wall bracing R603 Steel wall framing R703.7 Masonry veneer ? Table 703.4 R802 Wood roof framing Show truss profiles on roof plan R802.3 Framing details Rafter ties, joist not perpendicular to rafters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans R802.10 Roof trusses Stamped engineered roof trusses required at framing inspection R807.1 Attic access 22" x 30" R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance R1002 Factory built chimneys ? Spark arrestor with rain cap R1003 Masonry fireplaces ? Table 1003.1 & Figure 1003.1 R1004 Factory built fireplaces R1005 Exterior air supply M1701 Combustion air 50 cubic per 1,000 btu/h R602.3.1 Stud size & spacing able R602.3.1(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 Revision Application Revision Fee $ Application Number dh 2-a (:!I a,5 Address ~2d r g Z- . - w Reason for Revision Nog. jo R6-F~ f oU~o wo~L ttry~z ~2~ Z~cic ppsTs ° - RE • ~ c,o-r~ ~a,~ KcJ P 4~-! ~Z.47~ L° `47TGr( ° LlPOA:~ ~tNrSjJ 42s~.E P.T- ~T D4aK. **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** s Contact Name Contact Phone Number t °J-o - 3-40 For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Application p RE~Ew 242901 Revision Fee B\JkuD~NG MI&O OF p CITY Application Number o6. Coil 05 Address 7a6a C4X,4Z (A PLOC-F- - tJE-0- - LAV- -7Z Reason for Revision t2EU/~c ~ vaj ion! 7c SJU sco f= me rti Sm< **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name 6 Contact Phone Number -5-s4t) For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 M APPROVED, PLANS MUST BE'OI# SITE FOR ALL INSPECTICINS. QT020 Liquid Cooled Gas Engine Generator Sets Standby Power Rating 20 kW 60 Hz GENERAC 1.6L ENGINE Naturally Aspirated Gaseous Fueled STANDARD EQUIPMENT • All input connections in one single area • Mainline circuit breaker • High coolant temperature shutdown • Radiator drain extension • Low oil pressure shutdown Battery charge altemator • Low coolant level automatic shutdown 2 Amp static battery charger • Overspeed automatic shutdown Battery cables • Crank timer Battery rack • Exercise timer Fan and belt guards • Oil drain extension Isochronous governor • Cool flow radiator • Closed coolant recovery system • LIWOzone resistant hoses • Watertight state of the art electrical connectors FEATURES • Innovative design and fully prototype tested State of the art digital control system with 8100 digital • UL2200 Listed control panel • Solid state frequency compensated Watertight electrical connectors voltage regulator Rodent proof construction • Dynamic and static battery charger High efficiency, low distortion Generac designed • Sound attenuated acoustically designed enclosure altemator • Quiet test for low noise level exercise • Vibration isolated from mounting base • Acoustically designed engine cooling system • Matching Generac transfer switches engineered and • High flow low noise factory engineered exhaust system tested to work as a system • All components easily accessible for maintenance • Electrostatically applied powder paint GENERAC POWER SYSTEMS, INC. APPLICATION & ENGINEERING DATA OT020 GENERATOR SPECIFICATIONS ENGINE SPECIFICATIONS TYPE ...........................................................................................................Synchronous MAKE Generac ROTOR INSULATION Class F MODEL In line STATOR INSULATION Class F CYLINDERS ...................................................................................................................4 TOTAL HARMONIC DISTORTION <5% TELEPHONE INTERFERENCE FACTOR (TIF) ........................................................<50 DISPLACEMENT 1.6 Liter BORE ........................................................................................................................3.15 ALTERNATOR OUTPUT LEADS 3 PHASE ...........................................................4 wire BEARINGS Sealed Ball STROKE 3.13 COUPLING Flexible Disc COMPRESSION RATIO 9.75:1 LOAD CAPACITY (STANDBY RATING) ................................................................20 kW INTAKE AIR SYSTEM....................................................................... Naturally Aspirated EXCITATION SYSTEM Direct VALVE SEATS Replaceable LIFTER TYPE ....................................................................................................Hydraulic NOTE: Generator rating and psrkrmence in accordance with IS00628-5, 895514, SAE J1349, IS03046, and DIN6271 standards. GOVERNOR SPECIFICATIONS TYPE ................................................................................................................Electronic VOLTAGE REGULATOR FREQUENCY REGULATION Isochr 25 STEADY STATE REGULATION 0 TYPE Electronic SENSING.. .............................................................................................SinglePhase ENGINE LUBRICATION SYSTEM REGULATION N ........................................................................................................t 1% FEATURES V/F Adjustable Adjustable Voltage and Gain OIL PUMP ................................................................................................................Gear LED Indicators OIL FILTER Full flow spin-on cartridge CRANKCASE CAPACITY ...................................................................................4 Quarts GENERATOR FEATURES ENGINE COOLING SYSTEM O Revolving field heavy duty generator O Directly connected to the engine TYPE .....................................................................................................................Closed O Operating temperature rise 120 "C above a 40 "C ambient WATER PUMP .................................................................................................Belt driven O Insulation is Class F rated at 130 •C rise FAN SPEED .............................................................................................................2550 O AN models are fully prototyped tested FAN DIAMETER 15 inches FAN MODE Pusher CONTROL PANEL FEATURES FUEL SYSTEM O SEVEN LED INDICATOR LIGHTS O ADDrrK)NAL FUNCTIONS • System ready • Utility sensing FUEL TYPE Natural gas, propane vapor • Low fuel pressure • Delay on utility failure for engine start CARBURETOR ...............................................................................................Down Draft • Low battery • Engine warm-up before transfer SECONDARY FUEL REGULATOR Standard • Low al pressure • Delay to retransfer to utility FUEL SHUT OFF SOLENOID Standard • High coolant tempAow coolant temp • Engine cooldown timer • Overspeed • Exerciser not set OPERATING FUEL PRESSURE ..................................................................5" 14" H2O • Overcrank a INTERNAL FUNCTIONS: ELECTRICAL SYSTEM • 3 position switch (auto, off and manual) • 2 wire start for any transfer switch • Communicates with the Generac FITS transfer switch BATTERY CHARGE ALTERNATOR .............................................................12V 30 Amp • Built-in 7 day exerciser STATIC BATTERY CHARGER ..............................................................................2 Amp • Selectable engine speed at exercise RECOMMENDED BATTERY ............................................................Group 26, 525CCA • Governor controller is built into the master control board C SYSTEM VOLTAGE .............................................................................................12 Volts •Temperature range -40 "C to 70 O Rating detuitions - Standby: Applicable for supplying emergency power for the du bon d the utility power outage. No overload capability is available for hs rating. (All ratings in accordance with BS5514,1503046 and DIN6271). (Ali ratings in eccodence with 855514, IS03046, IS08528 and DIN6271). GENERAL POWER SYSTEMS, INC. OT020 OPERATING DATA OT020 KW RATING 20 ENGINE SIZE 1.6 Liter 4 cyl. inline GENERATOR OUTPUT VOLTAGE/KW - 60Hz KW AMP CB Size 120/24OV, 1-phase, 1.0 pf 20 83 100 120/208V, 3-phase, 0.8 pf 20 69 80 120/240V, 3-phase, 0.8 pf 20 60 70 GENERATOR LOCKED ROTOR KVA AVAILABLE 0 VOLTAGE DIP OF 35% Single phase or 2081240 3-phase 34 ENGINE FUEL CONSUMPTION (Natural Gas) (Propane) Natural Gas Propane (ft%r.) (galthr.) cu ft/hr Exercise cycle 60 0.65 24 25% of rated load 124 1.35 49 50% of rated load 188 2.05 75 75% of rated load 250 2.73 99 100% of rated load 315 3.44 125 ENGINE COOLING Air flow (inlet air including alternator and combustion air) 113/min. 1,528 System coolant capacity US gal. 2.0 Heat rejection to coolant BTU/hr. 107,000 Max. operating air temp. on radiator °C (°F) 60(150) Max. ambient temperature °C (°F) 50(140) COMBUSTION AIR REQUIREMENTS Flow at rated power 60 Hz cfm 91 SOUND EMISSIONS IN DBA Exercising at 7 meters 62 Normal operation at 7 meters 74 EXHAUST Exhaust flow at rated output 60 Hz cfm 177 Exhaust temp. at muffler outlet OF 910 ENGINE PARAMETERS Rated synchronous RPM 60 Hz 3600 HP at rated KW 60 Hz 34.8 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration 3% for every 10 °C above - °C 40 1.65% for every 10 OF above - OF 104 Altitude Deration I% for every 100 m above - m 914 3% for every 1000 ft. above - ft. 3000 RATING: All three phases units are rated at 0.8 power factor. All single phase units are rated at 1.0 power factor. STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There Is no overload capability for this rating. Ratings are in accordance with ISO-3046-1. Design and specifications are subject to change without notice. KW rating is based on LPG Fuel and may derate with natural gas. 4 1 G1T020 INTERCONNECTIONS Utility In 0 C1 Enclosure 18, 20, 25, 30 kW 1.6 Liter QT o e Gen o 8 a w o00 oeeseso Roo C~~ ~ Load Out PANEL B>nlery GENERATOR ~ Cahwww ~ CONNECTION ® BOX Tmnsfer Switch Input y{., M CYaififWr: )0 r e NBIVRAL SW Input r r O To Generator Conb l Panel t 1-y MCLOWE FlrrWM CIRCUfr BREAKER SIZE im YS21T5 / AM LLii M Ground Level 25 24010 100 #4 to 1 /0 Concrete Slab MOM AL 25 20830 80 #4 to 1/0 25 24030 70 #4 to 1 /0 INSTALLATION LAYOUT VISE ACTION LATCH, CONTROL PANEL R TYPE ONE PER DOOR, ONE LIFT-OFF BATTERY CHARGER IS DOOR PER SIDE OF GENERATOR ENCLOSED WITHIN 62.2 46 EXHAUST AND AIR DISCHARGE 29 DOOR TYP LOUVERS -FRONT AND SIDES ltt 27.4 DOOR 0 s TYP 33.5 ® MIN. r-4 I Q • RIGHT SIDE VIEW CONCRETE BASE 30.7 NOTINCLUDED FRONT VIEW FUEL LINE CONNECTION EXHAUST MUFFLERS 3/4' NPT FEMALE COUPLING ENCLOSED WITHIN, GENERACe POWER SYSTEMS, INC. • P.O. BOX 6 • WAUKESHA, Wi 53167 262/544-4911 • FAX 282/544-4651 Bulletin 0173000SBY / Printed in USA 04.06, rev: 06.07 02007 Generac Power System% Inc. All rights reserved. All specifications are subject to charge without notice. - p~-~.v>yos INSTALLATION QUIEF ff. MANUAL A new standard of reliability GENERAC 0 POWER SYSTEMS, INC. 0 Not intended for use in critical life support applications! OUTDOOR INSTALLATION ONLY! This manual should remain with the unit. INTRODUCTION These safety warnings cannot eliminate the hazards Thank you for purchasing this model of the stand- that they indicate. Common sense and strict compli- by generator set product line by Generac Power ance with the special instructions while performing Systems. the service are essential to preventing accidents. Every effort was expended to make sure that the Four commonly used safety symbols accompany the information and instructions in this manual are both DANGER, WARNING and CAUTION blocks. The type accurate and current at the time the manual was writ of information each indicates is as follows: ten. However, the manufacturer reserves the right to change, alter or otherwise improve this product(s) at ® mation thasymbolt, if not points out followed, safety gee any time without prior notice. at, could endanger personal safety and/or property of others. ? READ THIS MANUAL THOROUGHLY A This symbol points out potential explosion hazard. If any portion of this manual is not understood, con- This symbol points out potential fire hazard. tact the nearest Authorized Service Dealer for start- ing, operating and servicing procedures. Throughout this publication, and on tags and decals ® This symbol points out potential electrical shock affixed to the generator, DANGER, WARNING, hazard. CAUTION and NOTE blocks are used to alert person- nel to special instructions about a particular service ? HOW TO OBTAIN SERVICE or operation that may be hazardous if performed When the generator requires servicing or repairs, incorrectly or carelessly. Observe them carefully. contact an Authorized Service Dealer for assistance. Their definitions are as follows: Service technicians are factory-trained and are capa- A s A ble of handling all service needs. When contacting an Authorized Service Dealer about After this heading, read instructions that, if not parts and service, always supply the complete model strictly complied with, will result in serious person- number of the unit as given on the front cover of the al injury, including death and/or property damage. Owner's Manual. A walwlNC A After this heading, read instructions that, if not AUTHORIZED SERVICE strictly complied with, may result in serious per- DEALER LOCATION sonal injury and/or property damage. 1b locate the nearest AUTHORIZED A CAUTION A SERVICE DEALER, please call this number. After this heading, read instructions that, if not 1-800-333-1322 strictly complied with, could result in damage to equipment and/or property. OR NOTE: Locate us on the web at: After this heading, read explanatory statements www•generac.com that require special emphasis. Table of Contents TABLE Liquid-cooled Generators QE CONTENTS INTRODUCTION IFC Section 2 - INSTAL CATION... 12 SAFETY RULES ....................................................2 2.1 Transfer Switch 12 Section 1 - GENERAL INFORMATION 4 2.2 Unpacking 12 1.1 Generator Installation 4 2.3 Mounting .....................................................12 1.2 Before Installation .........................................4 Section 3 - OPERATION................................ 12 1.3 Generator Location .......................................5 3.1 Basic Standby Electric System 12 1.4 Generator Mounting and Support .................5 3.2 Standby Circuit Isolation Method 13 1.5 Unpacking .....................................................5 3.3 Total Circuit Isolation Method 13 1.6 Lifting the Generator .....................................6 3.4 Connection Diagrams 13 1.7 Muffler Extension Installation 6 3.5 Wire Recommendations/Sizing ....................15 1.8 Fuel Systems 6 Section 4 - NOTES........................................ 17 1.9 Electrical Connections ...................................8 1.10 Battery Installation ......................................11 1 SAFETY RULES IMPORTANT SAFETY INSTRUCTIONS )A,\~ Liquid-cooled Generators A SAVE THESE INSTRUCTIONS - The manufacturer suggests that these rules for sae operation be copied and posted in potential hazard areas. Safety should be stressed to operators, potential operators, and service and repair technicians for this equipment. SAVE THESE INSTRUCTIONS - This manual contains important instructions that should be foUowed during installation of the generator and batteries. Q ® WARNING: ® © GENERAL HAZARDS The engine exhaust from this product For safety reasons, the manufacturer recommends contains chemicals known to the state that this equipment be installed, serviced and of California to cause cancer, birth repaired by an Authorized Service Dealer or other defects or other reproductive harm. competent, qualified electrician or installation tech- nician who is familiar with applicable codes, stan- WARNING: ® dards and regulations. The operator also must com- ply with all such codes, standards and regulations. This product contains or emits chemicals Installation, operation, servicing and repair of this known to the state of California to cause (and related) equipment must always comply with cancer, birth defects or other reproductive harm. applicable codes, standards, laws and regulations. Adhere strictly to local, state and national electrt- Study these SAFETY RULES carefully before install- cal and building codes. Comply with regulations ing, operating or servicing this equipment. Become the Occupational Safety and Health Administration familiar with this Owner's Manual and with the (OSHA) has established. Also, ensure that the unit. The generator can operate safely, efficiently and generator is installed, operated and serviced in reliably only if it is properly installed, operated and accordance with the manufacturer's instructions maintained. Many accidents are caused by failing to and recommendations. Following installation, do follow simple and fundamental rules or precautions. nothing that might render the unit unsafe or in The manufacturer cannot anticipate every possible noncompliance with the aforementioned codes, ry p standards, laws and regulations. circumstance that might involve a hazard. The warn- The engine exhaust fumes contain carbon monox- ings in this manual, and on tags and decals affixed ide gas, which can be DEADLY. This dangerous gas, to the unit are, therefore, not all-inclusive. If using a if breathed in sufficient concentrations, can cause procedure, work method or operating technique that unconsciousness or even death. For that reason, the manufacturer does not specifically recommend, adequate ventilation must be provided. Exhaust ensure that it is safe for others. Also make sure the gases must be piped safely away from any building procedure, work method or operating technique uti- or enclosure that houses the generator to an area lized does not render the generator unsafe. where people, animals, etc., will not be harmed. A MM, - A This exhaust system must be installed properly, in strict compliance with applicable codes and stan- dards. ® Despite the safe design of this generator, • Keep hands, feet, clothing, etc., away from drive operating this equipment imprudently, neglect- belts, fans, and other moving or hot parts. Never ing its maintenance or being careless can cause remove any drive belt or fan guard while the unit possible injury or death. Permit only responsible is operating. and capable persons to install, operate or main- • Adequate, unobstructed flow of cooling and venti- tain this equipment. lating air is critical to prevent buildup of explosive 0 Potentially lethal voltages are generated by gases and to ensure correct generator operation. these machines. Ensure all steps are taken to Do not alter the installation or permit even partial render the machine safe before attempting to blockage of ventilation provisions, as this can seri- work on the generator. ously affect safe operation of the generator. ® Parts of the generator are rotating and/or hot • Keep the area around the generator clean and during operation. Exercise care near running uncluttered. Remove any materials that could generators. become hazardous. • When working on this equipment, remain alert at all times. Never work on the equipment when physically or mentally fatigued. • Inspect the generator regularly, and promptly repair or replace all worn, damaged or defective parts using only factory-approved parts. 2 IMPORTANT SAFETY INSTRUCTIONS SAFETY RULES Liquid-cooled Generators i ' • Before performing any maintenance on the gen- in damage to the generator and may also result erator, disconnect its battery cables to prevent in injury or death to utility power workers due to accidental start-up. Disconnect the cable from the backfeed of electrical energy. battery post indicated by a NEGATIVE, NEG or Generators installed with an automatic transfer first. Reconnect that cable last. switch will crank and start automatically when • Never use the generator or any of its parts as a normal (utility) source voltage is removed or is step. Stepping on the unit can stress and break below an acceptable preset level. To prevent such parts, and may result in dangerous operating con- automatic start-up and possible injury to person- ditions from leaking exhaust gases, fuel leakage, nel, disable the generator's automatic start circuit oil leakage, etc. (battery cables, etc.) before working on or around © ELECTRICAL HAZARDS the unit. Then, place a "Do Not Operate" tag on © the generator control panel and on the transfer • All generators covered by this manual produce switch. dangerous electrical voltages and can cause fatal In case of accident caused by electric shock, imme- electrical shock. Utility power delivers extremely diately shut down the source of electrical power. If high and dangerous voltages to the transfer switch this is not possible, attempt to free the victim from as well as the standby generator. Avoid contact the live conductor. AVOID DIRECT CONTACT with bare wires, terminals, connections, etc., on WITH THE VICTIM. Use a nonconducting imple- the generator as well as the transfer switch, if ment, such as a dry rope or board, to free the vic- applicable. Ensure all appropriate covers, guards tim from the live conductor. If the victim is uncon- and barriers are in place before operating the gen- scious, apply first aid and get immediate medical erator. If work must be done around an operating help. unit, stand on an insulated, dry surface to reduce Never wear jewelry when working on this equip- shock hazard. ment. Jewelry can conduct electricity resulting in • Do not handle any kind of electrical device while electric shock, or may get caught in moving com- standing in water, while barefoot, or while hands ponents causing injury. or feet are wet. DANGEROUS ELECTRICAL ® FIRE HAZARDS SHOCK MAY RESULT. • If people must stand on metal or concrete while Keep a fire extinguisher near the generator at all installing, operating, servicing, adjusting or repair- times. Do NOT use any carbon tetra-chloride type ing this equipment, place insulative mats over a extinguisher. Its fumes are toxic, and the liquid dry wooden platform. Work on the equipment only can deteriorate wiring insulation. Keep the extin- while standing on such insulative mats. guisher properly charged and be familiar with its • The National Electrical Code (NEC), Article 250 use. If there are any questions pertaining to fire requires the frame and external electrically con- extinguishers, consult the local fire department. ductive parts of the generator to be connected to an approved earth ground and/or grounding rods. A EXPLOSION HAZARDS This grounding will help prevent dangerous electri- cal shock that might be caused by a ground fault Do not smoke around the generator. Wipe up any condition in the generator set or by static electric- fuel or oil spills immediately. Ensure that no com- ity. Never disconnect the ground wire. bustible materials are left in the generator com- • Wire gauge sizes of electrical wiring, cables and partment, or on or near the generator, as FIRE or cord sets must be adequate to handle the maxi- EXPLOSION may result. Keep the area surround- mum electrical current (ampacity) to which they ing the generator clean and free from debris. will be subjected. These generator sets may operate using one of • Before installing or servicing this (and related) several types of fuels. All fuel types are potentially equipment, make sure that all power voltage FLAMMABLE and/or EXPLOSIVE and should be supplies are positively turned off at their source. handled with care. Comply with all laws regulat Failure to do so will result in hazardous and pos- ing the storage and handling of fuels. Inspect the sibly fatal electrical shock. unit's fuel system frequently and correct any leaks • Connecting this unit to an electrical system nor- immediately. Fuel supply lines must be prop- mally supplied by an electric utility shall be by erly installed, purged and leak tested according to means of a transfer switch so as to isolate the applicable fuel-gas codes before placing this equip- generator electric system from the electric utility ment into service. distribution system when the generator is operat Gaseous fluids such as natural gas and liquid pro- ings Failure to isolate the two electric system power pane (LP) gas are extremely EXPLOSIVE. Natural sources from each other by such means will result gas is lighter than air, and LP gas is heavier than air; install leak detectors accordingly. 3 Section 1 - General Information GENERAL ' INFORMA Liquid-cooled Generators 1.1 GENERATOR INSTALLATION A cAU110N A This equipment is a liquid-cooled, engine-driven generator set. The generator is designed to supply After the system has been installed, do nothing electrical power that operates critical electrical loads that might render the installation in noncompli- during utility power failure. The unit has been facto- ante with such codes, standards and regulations. ry-installed in a weather resistant, all metal enclosure and is intended for outdoor installation only. ? 1,2,1 NFPA STANDARDS A WARNING A The following published standards booklets pertain- ing to standby electric systems are available form ® If this generator is used to power electrical load the National Fire Protection Association (NFPA), circuits normally powered by a utility power Batterymarch Park, Quincy, MA 02269: source, it is required by code to install a trans- . NFPA No. 37, STATIONARY COMBUSTION fer switch. The transfer switch must effectively ENGINES AND GAS TURBINES isolate the electric system from the utility distri- bution system when the generator is operating NFPA No. 54, NATIONAL FUEL GAS CODE (NEC 701). Failure to isolate an electrical system • NFPA No. 58, LIQEEFIED PETROLEUM GAS by such means results in damage to the genera- CODE for and may also result in injury or even death • NFPA 70, NATIONAL ELECTRIC CODE (NEC) to utility power workers due to backfeed of • NFPA 99, STANDARD FOR HEALTH CARE electrical energy. FACILITIES • NFPA 101, LIFE SAFETY CODE 1.2 BEFORE INSTALLATION • NFPA 110, STANDARD FOR EMERGENCY AND Before installing this equipment, check the ratings STANDBY POWER SYSTEMS of both the generator and the transfer switch. Read • NFPA 220, STANDARD TYPES OF BUILDING "Emergency Isolation Method" and "Total Circuit CONSTRUCTION Isolation Method". NOTE: The generator's rated wattage/amperage capacity It is essential to use the latest version of any stan- must be adequate to handle all electrical loads that dard to ensure that the generator and its aceesso- the unit will power. The critical (essential) loads may ries comply with all the applicable standards and need to be grouped together and wired into a sepa- local codes. rate "emergency" distribution panel. A ~ , . A ? 1.2.2 OTHER PUBLISHED STANDARDS In addition to NFPA standards, the following informa- ® Connecting this generator to an electrical system tion pertaining to the installation and use of standby normally supplied by an electric utility shall be electric systems is available: by means of a transfer switch, so as to isolate . Article X, NATIONAL BUILDING CODE, available the electric system from the utility distribution from the American Insurance Association, 85 John system when the generator is operating. Failure Street, New York, N.Y. 10038. to Isolate the electric system by these means . AGRICULTURAL WIRING HANDBOOK, obtainable will result in damage to the generator and may also result in injury or death to utility workers from the Food and Energy Council, 909 University due to backfeed of electrical energy. Avenue, Columbia, MO, 65201. If an open bottom is used, the engine-generator ASAE ER364.2, INSTALLATION AND ® is to o installed over non-combustible engine-generator materi- MAINTENANCE OF FARM STANDBY ELECTRIC als and should be located such that combustible POWER, available from the American Society of Agricultural Engineers, 2950 Niles Road, St materials are not capable of accumulating under Joseph, MI 49085. the generator set. A52.1. AMERICAN NATIONAL STANDARD Only qualified, competent installation contractors FOR CHIMNEYS, FIREPLACES AND VENTING or electricians thoroughly familiar with applicable SYSTEMS, available from the American National codes, standards and regulations should install this Standard Institute, 1430 Broadway, New York, N.Y. standby electric power system. The installation must 10018. comply strictly with all codes, standards and regula- tions pertaining to the installation. 4 M Section 1 - General Information Liquid-cooled Generators INFORMATION NOTE: ? 1.4.1 COMBUSTIBLE FLOOR AND ROOF It is essential to use the latest version of any stan- PROTECTION dard to ensure that the generator and its accesso- ries comply with all the applicable standards and If the generator must be installed on any combustible local codes. floor or roof, comply with the following rules: The installer must comply with all applicable state • Place a layer of non-combustible insulation, fol- and local codes. lowed by a layer of sheet metal beneath the unit's mounting base rails (Figure 1.1). • Both the layer of insulation and the sheet metal 1.3 GENERATOR LOCATION must extend beyond the generator base to a dis- Install the generator set, in its protective enclosure tance of at least 12 inches (30.5 cm) on all sides. outdoors, where adequate cooling and ventilating air always is available. Consider these factors: Figure 1.1 - Combustible Floor and Roof • Install the unit where air inlet and outlet open- Protection ings will not become obstructed by leaves, grass, snow, etc. If prevailing winds will cause blowing or SHEET METAL drifting, consider using a windbreak to protect the unit. • Install the generator on high ground where water levels will not rise and endanger it. • This genet must be installed on a level surface. The base frame must be level within 1/2 inch all GENERATOR INSULATION MOUNTING BASE around. • Allow sufficient room on all sides of the generator for maintenance and servicing. This unit must be 121NCIiES< installed in accordance with current applicable MINIMUM 12 INCHES NFPA 37 and NFPA 70 standards, as well as any MINIMUM other federal, state and local codes for minimum distances from other structures. Fbr rooftop or building structure mounting, it is rec- • Where strong prevailing winds blow from one ommended that spring isolators be installed between direction, face the generator air inlet openings into the engine frame and the mounting system. A mini- the prevailing winds. mum of six (6) isolators are required and must be • Install the generator as close as possible to the located at the front and rear cross members and the transfer switch. This reduces the length of wiring center of the frame. and conduit. Since the entire bottom of the genset is now exposed, • Install the generator as close as possible to it should be covered with a metal plate to keep out the fuel supply, to reduce the length of piping small animals and protect the integrity of the internal HOWEVER, REMEMBER THAT LAWS OR CODES parts of the genset. Genset movement is more intense MAY REGULATE THE DISTANCE. with spring isolation, so flexible connections for the fuel and the electrical conduits are also required. 1.4 GENERATOR MOUNTING AND NOTE: SUPPORT Consult the local building codes, which may vary. A CONCRETE BASE: When designing a concrete base slab, all federal, state 1.5 UNPACKING and local codes should be followed. Special atten- tion should be given to the concrete base slab which ? 1.5.1 UNPACKING PRECAUTIONS should exceed the length and width of the generator Handle shipping cartons and crates with care. Use by a minimum of six (6) inches (0.152 meters) on all care to avoid damage from dropping bumping, colli- sides. Sion, etc. Store and unpack cartons with the proper Retain the generator compartment to the concrete side up, as noted on the shipping carton. slab with masonry bolts. 5 GENERAI. Section 1 - General Information INFORYA Liquid-cooled Generators ? 1.5.2 INSPECTION 1.8 FUEL SYSTEMS After unpacking, carefully inspect the generator for any damage that may have occurred during ship- ? 1.8.1 INTRODUCTION TO GASEOUS FUEL ment. If loss or damage is noted at the time of deliv- SYSTEMS ery, have the person(s) making delivery note all darn- The generator is equipped with a fuel system that age on the freight bill or affix their signature under utilizes liquefied petroleum (LP) or natural the consignor's memo of loss or damage. gas as a fuel. The fuel system used on the generator can be 1.6 LIFTING THE GENERATOR determined from the 9th digit in the model number. An "N" in this position indicates a generator designed A WARNING A to ran on natural gas. A "V" indicates that the genera- tor is designed to run on LP Vapor. For example, the ® When lifting or hoisting equipment is used, be following model indicates a natural gas generator: careful not to touch overhead power lines. The 9T04039GUNSN. These fuels are highly volatile and generators weight of more than 900 pounds can be dangerous if handled or stored carelessly. requires proper tools, equipment, and qualified A A - and to be used in all phases of handling and unpacking. A Gaseous fuels, such as LP and natural gas, are highly volatile and their vapors are explosive. 1.7 MUFFLER EXTENSION LP gas is heavier than air and will settle in low INSTALLATION areas. Natural gas is lighter than air and will Some units have their external muffler(s) shipped settle in high areas. Even the slightest spark loose to prevent damage during shipment. can ignite these fuels and cause an explosion. For safety, all codes, standards and regulations Assembly Directions pertaining to the installation and use of gaseous fuels must be strictly complied with. 1. Slip item 3 over the exhaust pipe which extends Local fuel gas codes may vary widely. For that reason, though the exhaust duct and secure with clamp it is recommended that a local gas distributor or (item 2) (see Figure 1.2). installer be consulted when installing a gaseous fuel 2. Assemble item 5A to item 5B using six (6) screws supply system. (item 4). In the absence of local fuel gas codes and regulations, 3. Secure the item 5 assembly to the generator using booklets published by the National Fire Protection four (4) screws (item 4). Association (NFPA) may be used as sources of infor- 4. Secure item 6 to the item 5 assembly using four mation. (4) screws (item 4). 5. Slip item 1 over item 3 and tighten. ? 1,8,2 PROPERTIES OF GASEOUS FUELS Figure 1.2 - Muffler Extension Installation Natural Gas 1 Natural gas is lighter than air. It is found in the . gaseous state at normal ambient temperatures and 4pressures. It is highly explosive and can be ignited at the slightest spark. For that reason, fuel lines must be free of leaks and adequate ventilation is absolutely essential. 5A 5B Local fuel/gas codes usually dictate the maximum pressure at which natural gas can enter a structure. ' In order to reduce the gas pressure to that required 3 by law, a PRIMARY REGULATOR is required. 4 ~ i r i i ~ r U B f Section 1 - General Information Liquid-cooled Generators GENERAL INFORMATION LP Gds NOTE: Liquefied petroleum (LP) gas is heavier than air. The Gas pressure from the primary regulator (supplied gas vapors are explosive and, like natural gas, can be by the installing contractor) to the generator's fuel ignited by the slightest spark. shutoff valve should not exceed 14 inches of water LP tank pressure is dependent on the ambient tem- column. Units below 70kW can operate with the perature and can be as high as 200 psi. A primary pressure as low as five inches of water column. regulator is required at the tank to reduce the pres- Fbr units 70kW and larger, the gas pressure should sure to the required five to 14 inches of water column not be below 11 inches of water column. for units less than 70kW, or 11 to 14 inches of water Follow the local codes on selecting the required AGA column for units 70kW and larger. approved, and UL listed, for NG application flexible portion of the fuel line (supplied by the installing ? 1.8.3 THE NATURAL GAS SYSTEM contractor). A typical natural gas system is shown in Figure 1.3, ? 1.8.4 LP GAS VAPOR WITHDRAWAL SYSTEM below. The maximum pressure at which the gas can enter a building is established by code and may vary This type of system utilizes the vapors formed above from area to area. A primary regulator is required to the liquid fuel in the supply tank (see Figure 1.4). reduce gas supply pressures to the required safe level Approximately 10 to 20 percent of the tank capacity before the gas enters a structure. is needed for fuel expansion from the liquid to the The primary regulator may or may not be provided vapor state. Gas pressure requirements for an LP by the gas supplier. The gas distribution company vapor system at the frame of the generator are the will usually provide piping from the main distribu- same as those listed for natural gas in "The Natural tion line to the generator site. It is the responsibility Gas System". See Table 1 for information regarding of the gas supplier to ensure that sufficient gas pres- the vapor capacity of LP tanks. The installer should sure is available to operate the primary regulator. be aware of the following: From the primary regulator, gas flows to the genera- ' When ambient temperatures are low and engine for connection. A flexible length of gas line is required fuel consumption is high, the vapor withdrawal between rigid piping and the gas connection at the system may not function efficiently. generator. The generator fuel system consists of an " Ambient temperatures around the supply tank electrical fuel shutoff valve/regulator assembly and a must be high enough to sustain adequate vaporiza- gas actuator. tion or the system will not deliver the needed fuel volume. The secondary regulator reduces gas pressure to • In addition to the cooling effects of ambient air, the about five inches of water column before the gas Is vaporization process itself provides an additional delivered to the actuator. cooling effect. Figure 1.3 - Typical Natural Gas System Primary Regulator Generator Base Gas Actuator (Supplied by Installing Contractor) Fuel Shutoff/Regulator Assembly Flex Fuel Line (Supplied 11 - 14" Water with Unit) Column 70 kW) 5 - 14" Water Manual Shutoff Column 70 kW) Valve 7 GENERAL Section I - General Information INFORMA Liquid-cooled Generators Figure 1.4 - Typical LP Gas Vapor Withdrawal System Manual Shutoff Valves Generator Base Gas Actuator Fuel Shutoff/Regulator Assembly Flex Fuel Line (Supplied 11 - 14' Water with Unit) Column 70 kW) Primary Regulator 5 - 14' Water (Supplied by Column 70 kW) Fuel Installing Tank Contractor) ? 1.8.5 GASEOUS FUEL SYSTEM PIPING 1.9 ELECTRICAL CONNECTIONS NOTE: The information below is to assist in planning ? 1.9.1 GROUNDING THE GENERATOR gaseous fuel installation. In NO WAY should this A GROUNDING LUG is provided on the generator information be interpreted to conflict with apply- mounting base for the purpose of grounding the cable fuel gas codes. Contact the local jurisdiction frame and the external electrically conductive parts if questions arise. of this equipment to an approved earth ground and/ The following general rules apply to piping used in or grounding rods where required by the National gaseous fuel systems: Electrical Code (Figure 1.6). Consult a qualified electrician for grounding requirements in the area. • The piping should be of black iron, rigidly mount Grounding procedures must meet local regulations. ed and protected against vibration. • Install the supplied length of flexible hose between Figure 1.6 - Generator Grounding Lug (typical) the generator connection point and rigid pipings. -A CAUTION A ® The supplied flexible hose is not to be installed underground or in contact with ground. The flexible hose is for in-line installation only. Bends, kinks or off-center in-line installation of flexible hose is NOT allowed. • Piping must be of the correct size to maintain the GROUNDING required supply pressures and volume flow under varying conditions (see Table 2). LUG • Installed piping must be properly purged and leak- tested, in accordance with applicable codes and standards. • Use an approved pipe sealant or joint compound ion all t hreaded fittings, to reduce the possibility of A s A ge. NOTE: ® Do not connect the ground wire to any pipe In the absence of local purging and leak test stan- that carries a flammable or explosive substance dards, NFPA No. 54 may be used as a guide. - FIRE or an EXPLOSION may result. 8 Section 1 - General Information ENERAL Liquid-cooled Generators IINR0RMATIONI ? TABLE 1 - VAPOR CAPACITY OF PROPANE STORAGE TANKS To Use: Go to the First column and pick the required kW load and then pick the minimum ambient temperature 400, 200 or 00 F) that the generator would be operating in. The third column (tank capacity) will give the required tank size to continually produce the given fuel flow. Operating Max kW Minimum Hours 0 Tank Capacity Length Dia Overall Vapor Temp Max kW Gallons Inches Inches Ht. Inches 30 40 24 20 20 35 120 57 24 33 10 0 67 35 40 26 25 20 36 150 68 24 33 12 0 72 60 40 26 40 20 38 250 94 30 39 20 0 74 80 40 26 50 20 40 325 119 30 39 25 0 77 100 40 31 60 20 51 500 119 37 46 30 0 100 150 40 35 100 20 53 850 165 41 50 50 0 105 170 40 36 120 20 51 1000 192 41 50 60 0 103 Propane storage tanks can provide either a liquid or a vapor supply to the generator. The above chart is for vapor withdrawal only and provides the kW output or amount of vapor that can be withdrawn at a given temperature while keeping the temperature of the liquid above the boiling point. If the withdrawal rate is too high, the LP temperature goes below the boiling point, the pressure drops to zero and no vapor can be withdrawn. A primary regulator is also required at the tank to reduce the line pressure to the generator to 5-14 inches of water column for units less than 70kW or 11-14 inches of water column for units 70kW and above. Propane Conversions: 36.38 W = 90,500 btu = 1 gal • l lb = 21,500 btu = 8.56 ft3 Length Propane Diameter Height 9 o~1ERAL Section t - General Information INFORIAATION Liquid-cooled Generators ? TABLE 2 - GAS FLOW PIPE SIZE CHART This table is based on a specific gravity of 1.00 (specific gravity of air). For that reason, a correction is required when the fuel used has a different specific gravity. The fuel's specific gravity can be obtained from the fuel supplier. The table is also based on a pressure drop of 0.3, which allows for a nominal amount of restrictions from bends, fittings, etc. An example of how to calculate pipe size follows the table. Example: It is determined that a generator set running at 100% of rated load on natural gas requires 545 cubic feet of gas per hour. The unit is located 75 feet from the supply tank and will use gas having a specific gravity of 0.65 (multiplier is 0.962). From the table below, it is apparent that a 1-1/2 inch pipe will deliver 524.29 cubic feet of gas per hour. The next larger pipe (2 inch) will deliver 1120 cubic feet per hour and, when the correction factor is applied, will actually deliver 1077.4 cubic feet per hour. The 2 inch pipe is required at the given distance of 75 feet. Pressure drop does not have to be considered unless an unusual number of fittings, bends or other restric- tions are used. In such unusual cases, the fuel supplier will usually specify which multiplier is applicable. Length of Pipe Iron Pipe Size IPS Inches In Feet 1/2" 314" 1-1/4" 1-112" 2" 2-1/2" 3" 4„ 6" g.. 15 76 172 345 750 1220 2480 3850 6500 13880 38700 79000 30 52 120 241 535 850 1780 2750 4700 9700 27370 55850 45 43 99 199 435 700 1475 2300 3900 7900 23350 45600 60 38 86 173 380 610 1290 2000 3450 6800 19330 39500 75 77 155 345 545 1120 1750 3000 6000 17310 35300 90 70 141 310 490 1000 1560 2700 5500 15800 32250 105 65 131 285 450 920 1430 2450 5100 14620 29850 120 120 270 420 860 1340 2300 4800 13680 27920 150 109 242 380 780 1220 2090 4350 12240 25000 180 100 225 350 720 1120 1950 4000 11160 22800 210 92 205 320 660 1030 1780 3700 10330 21100 240 190 300 620 970 1680 3490 9600 19740 270 178 285 580 910 1580 3250 9000 18610 300 170 270 545 860 1490 3000 8500 17660 450 140 226 450 710 1230 2500 7000 14420 600 119 192 390 600 1030 2130 6000 12480 ? CORRECTION FACTORS Specific Specific Pressure Gravity Multiplier Gravity Multiplier Drop Multiplier 0.50 1.10 1.0 0.775 0.1 0.577 0.55 1.04 1.2 0.707 0.2 0.815 (Sewage Gas) 0.60 1.00 1.4 0.655 0.3 1.000 0.65 0.962 1.5 0.633 (Natural Gas) (Propane) 0.5 1.29 0.70 0.926 1.7 0.594 1,0 1.83 0.80 0.867 1.9 0.565 2.0 2.58 0.90 0.817 2.1 0.535 5.0 4.08 F(Butane) 10 Section 1 - General Information Liquid-cooled Generators GENERAL INFORMATION Proper grounding helps protect personnel against must be properly ventilated. Do not allow smok- electrical shock in the event of a ground fault condi- ing, open flame, sparks or any spark producing tion in the generator or in connected electrical devic- tools or equipment near the battery. es. In addition, grounding helps dissipate static elec- tricity that often builds up in ungrounded devices. ® Battery electrolyte fluid is an extremely aus- tic sulfuric acid solution that can cause scevere ? 1.9.2 BATTERY CHARGER CONNECTION burns. Do not permit fluid to contact eyes, skin, clothing, painted surfaces, etc. Wear protective The generator has been equipped with a 2 Amp bat goggles, protective clothing and gloves when tery charger installed in the control panel. Power handling a battery. If fluid is spilled, flush the leads for the charger have been run to the tonne- affected area immediately with clear water. tion box (Figure 1.7). On units equipped with 2.5L A wARNiNG A engines. this connection is found in the control panel. The terminals will need to be supplied from a 120VAC ®Do not dispose of the battery in a fire. The bat- tery is capable of exploding. Figure 1.7 - Battery Charger Connection ® Do not open or mutilate the battery. Released electrolyte can be toxic and harmful to the skin and eyes. O ® The battery represents a risk of high short circuit current. When working on the battery, always remove watches, rings or other metal objects, and only use tools that have insulated handles. -0 Factory Customer pfO11kd ? to provide connection 1.10.1 VENTED BATTERIES 120 VAC to battery 15 Amp charger in A CAu-nON A control -0 panel. ® The electrolyte is a dilute sulfuric acid that is harmful to the skin and eyes. It is electrically conductive and corrosive. The following proce- dures are to be observed: • Wear full eye protection and protective clothing, • Where electrolyte contacts the skin, wash it off (See the wiring diagram in the Owner's Manual that immediately with water, is supplied with the unit.) • Where electrolyte contacts the eyes, flush thor- oughly and immediately with water and seek 1.10 BATTERY INSTALLATION medical attention, and • Spilled electrolyte is to be washed down with an acid-neutralizing agent. A common practice is to A • A use a solution of one pound (500 grams) bicarbon- ate of soda to one gallon (4 liters) of water. The ® Standby generators installed with automatic bicarbonate of soda solution is to be added until transfer switches will crank and start automati- the evidence of reaction (foaming) has ceased. The tally when NORMAL (UTILITY) source voltage is resulting liquid is to be flushed with water and the removed or is below an acceptable preset level. area dried. To prevent such automatic start-up and pos- ® Lead acid batteries present a risk of fire because sible injury to personnel, do not connect battery they generate hydrogen gas. The following pro- cables until certain that normal source voltage at cedure are to be followed: the transfer switch is correct and the system is • DO NOT SMOKE when near batteries, ready to be placed into operation. • DO NOT cause flame or spark in battery area, and ®Storage batteries give off explosive hydrogen • Discharge static electricity from body before touch- gas. This gas can form an explosive mixture ing batteries by first touching a grounded metal surface. around the battery for several hours after charg- Servicing of batteries is to be ing. The slightest spark can ignite the gas and g performed or super- cause an explosion. Such an explosion can shat- wised by personnel knowledgeable of batteries and ter the battery and cause blindness or other nel the required precautions. Keep unauthorized person- away from batteries. injury Any area that houses a storage battery 71 a INSTALLATION Section 2 - Installation Liquid-cooled Generators For recommended batteries, see the "Specifications" section in the Owner's Manual. All batteries must CAUTION A be at 100 percent state-of-charge before they are installed on the generator. ® Handle transfer switches carefully when install- When using maintenance-free batteries, it is not nee- mg. Do not drop the switch. Protect the switch ess to check the specific against impact at all times, and against construc- p gravity or electrolyte level. tion grit and metal chips. Never install a transfer Have these procedures performed at the intervals switch that has been damaged. specified in the "Maintenance" section in the Owner's Install the transfer switch as close as possible to the Manual. A negative ground system is used. Battery electrical loads that are to be connecteto it Mount connections are shown on the wiring diagrams. Make sure all batteries are correctly connected and termi- the switch vertically to a rigid supporting structure. nals are tight Observe battery polarity when connect To prevent switch distortion, level all mounting ing batteries to the generator set. points. If necessary, use washers behind mounting holes to level the unit Never install the switch where NOTE: water or any corrosive substance might drip into the Damage will result if the battery connections are enclosure. made in reverse. 3.1 BASIC STANDBY ELECTRIC 2.1 TRANSFER SWITCH SYSTEM The generator system may include a matched auto- Figure 3.1 shows a schematic diagram of a basic matic transfer switch which is intended to be used in standby electric system. Both the UTILITY power conjunction with the generator. It is supplied in either supply and the STANDBY (GENERATOR) output are a NEMA 1 enclosure or a NEMA 3R enclosure. The connected to an approved transfer switch. The trans- NEMA 1 enclosure is intended for indoor use only. fer switch is required by electrical code and serves The NEMA 311 enclosure is weather proof and can be the following functions: used indoors or outdoors. If a transfer switch is not included, one may be ur- 'Allows the LOAD circuits to be connected to only Y P one. power supply at a time. chased separately from an Authorized Dealer. • prevents electrical backfeed between the generator and the UTILITY power circuits. 2.2 UNPACKING Carefully unpack the transfer switch. Inspect closely Figure 3.1-Basic Standby Electric System for any damage that might have occurred during shipment The purchaser must file with the carrier q MLN any claims for loss or damage incurred while in tran- Nun ; ; sit SIM Check that all packing material is completely removed TUMM from the switch prior to installation. swrtN Attach any lifting device to the transfer switch -nun mounting holes or brackets only. DO NOT LIFT THE , CMOs SWITCH AT ANY OTHER POINT. 2.3 MOUNTING„ MUM Mounting dimensions for the transfer switch enclo-WIM sure can be found in the transfer switch owner's MUK manual. Enclosures are typically wall-mounted. CI=R1111E=11 Components are mounted in a standard NEMA 12- type enclosure. Notice that both the STANDBY and the UTILITY power supplies to the transfer switch are protected against overload by a main line circuit breaker. 'f e Section 3 - Operation OPERATION Liquid-cooled Generators 3.2 STANDBY CIRCUIT ISOLATION A , A - METHOD This prevents overloading the generator by keeping © Make sure to turn OFF both the NORMAL electrical loads below the wattage/amperage capac- (UTILITY) and STANDBY (EMERGENCY) power ity of the generator. If the generator is powering only supplies before trying to connect power source designated loads, within the wattalWamperage capac- and load lines to the transfer switch. Supply ity, during utility power outages, consider using the voltages are extremely high and dangerous. emergency circuit isolation method. Contact with such high voltage power sup- Designated electrical loads are grouped together and ply lines causes extremely hazardous, possibly wired into a separate "Standby Distribution Panel." lethal, electrical shock. Load circuits powered by that panel are within the wattage/amperage capacity of the generator set. When A CAUTION A this method is used, it is difficult to overload the gen- erator. The transfer switch must meet the following ® Be sure to maintain proper electrical clearances requirements: between live electrical parts and grounded • It must have an ampere rating equal to the total metal. Allow at least one-half inch of clearance amperage rating of the standby distribution panel circuits up to 400 amps. circuit. • Have it installed between the building's main distri- A CAUTION bution panel and the standby distribution panel. © On 3 phase installations the phase rotation of 3.3 TOTAL CIRCUIT ISOLATION the Generator power lines MUST match the phase rotation of the Utility power lines at the METHOD transfer switch. Failure to do so may result in When a generator capable of powering all electrical damage to equipment and/or property. loads in the circuit is to be installed, use the "Total A Circuit Isolation Method." It is possible for the gen- MM ' A- erator to be overloaded when this isolation method is employed. The following apply to the transfer switch ®Extremely high and potentially lethal supply in this type of system. voltages are present at the transfer switch when verifying phase rotation. This operation should • Ampere rating of the transfer switch must equal only be performed by a trained electrician. the ampere rating of the normal incoming utility service. ? 3.4.1 R-SERIES TO RTS • The transfer switch is installed between the util- ity service entrance and the building distribution An R-series generator is identified from the front of panel. the control panel, which will consist of an AUTO/OFF/ MANUAL switch, a SET EXERCISE switch, and sev- eral fault indicator LEDs. See Figure 3.2 for an inter- All whin the stand connection diagram. On units equipped with 2.5L g in by electric power system must engines, the control connections and main circuit be in strict compliance with applicable codes, stan- breaker are found in the control panel. In this con- dards and regulations. Such wiring must be properly figuration the control wires consist of Utility 1 and supported, routed, and connected. In addition, wir- Utility 2 (N1 and N2), and 23 and 194. See "Control ing must be properly sized to carry the maximum Wiring" for wire sizing recommendations. load current to which is will be subjected. The connections between the generator and transfer A MM A - switch will vary depending on the equipment ordered. In each case there are two types of interconnections, © Make sure to turn OFF the NORMAL (UTILITY) load wiring and control wiring. power supply before trying to connect the NOTE: Utility 1 and Utility 2 control wires. Supply volt- Control wiring must always be run in a separate ages are extremely high and dangerous. Contact with such high voltage power supply lines conduit from the load wiring. causes extremely hazardous, possibly lethal, electrical shock. 13 OPERATION s6ction 3 - Operation ci Liquid-cooled Generators figure 3.2 - R-series to RTS UTILITY SUPPLY FROM SERVICE DISCONNECT OT SERIES ENGINE GENERATOR CONNECTION PANEL FITS TRANSFER SWITCH H 000 - 1 SNOIE P/IBEE rrr TET /aB1usE / / O T1 T1 T8 25 (4 1 1 IM NH/fPo1L BLOCK NEUTMI.8LOC1( - ~O 0 GAWND F N015: m uoto rowEa~E~oB i,w WNECIpMME 1MNBiEN B++~T~ NOl'll®NMB BE _N MO ~lRiunON RININ MO a" "0O 8 CUSTOMER LOAD (DISTRIBUTION PANEL) NOTE E3, N3 AND T3 WIRES ARE ONLY USED ON 3 PHASE SYSTEMS A CAUTION A NOTE: RS485 communication wiring MUST consist of a 2 ® Terminals 178 and 183 in the generator AC con- wire, twisted pair cable with overall screen. nection box are not used in this application. NOTE: Connection of any wires to these terminals may result in unwarrantable damage to the control The shield wire of the RS485 communication board. cable MUST be connected on one end only. The load wires consist of wires run between the genera- A CAUTION A for main circuit breaker and the transfer mechanism, and a neutral wire. See "Wire Recommendations/ ® Terminals 0 and 183 in the generator AC con- Sizing' for load wire sizing information. nection box are not used in this application. Connection of any wires to these terminals may ? 3.4.2 H-100 TO HTS result in unwarrantable damage to the control An H-100 controlled generator is identified from the board. front of the control panel, which consists of a control The load wires consist of wires run between the genera- panel with integrated dual LCD display and tactile for main circuit breaker and the transfer mechanism, keypad. See Figure 3.3 for an interconnection dia- and a neutral wire. See "Wire Recommendations/ gram. In this configuration the control wires consist Sizing" for load wire sizing information. of RS485 + and RS485 - communication wires run in a shielded cable. See 'Wire Recommendations/Sizing' for communication wire sizing and type recommen- dations. 14 h Section 3 - Operation OPERATION Liquid-cooled Generators Figure 3.3 - H-100 to HTS utility supply with service Disconnect H-100 Generator AC Connection Panel "Note: On 3 phase units utility and generates ' r phase rotation nwst be verified at the ' - - - transfer switchl Circut Breaker HTS Transfer Switch Neutral Et E2 E3 Connection N1 N2 tJ3 » Comectlon Conird E1 Q ; E3 » Connections 2 r 485 1 -.r - -485 T1 72 T3 i SHLD- 0.• 183 » • Nor. • Note: canned shield on Connect shield on one and oniy. one end only. Battery charger Connections Note: L"'E O and 183 terminals Customer NEU are unused in this Load GND application. To 120VAC, 15 Amp Circuit 3.5 WIRE RECOMMENDATIONS/ Max. Cable Length Recommended Wire Size SIZING (SEE TABLE 3) 0 - 250 feet (76m) No. 24 AWG (Belden 8641 or equivalent) ? 3.5.1 CONTROL WIRING 0 -1200 feet (366m) No. 18 AWG (Belden Control system interconnections on an R-series con- 8760 or equivalent) trolled generator consist of N1 and N2, and leads 23 and 194. Control system interconnection leads must ? 3.5.3 LOAD WIRING be run in a conduit that is separate from the AC power leads. Recommended wire gauge size depends Plower source and load line conductors must be prop- on the length of the wire: erly supported, of approved insulative qualities, and of the correct wire gauge size. Max. Cable Length Recommended Wire Size When connecting power, source, and load lines 460 feet 140m No. 18 AWG. remove surface oxides from stripped ends of con- 461 to 730 feet 223m No. 16 AWG. ductors with a wire brush. Apply joint compound to 731 to 1,160 feet 354m No. 14 AWG. stripped ends of conductors. Tighten terminals to the I specified torque value, as given in the owner's manual 1,161 to 1850 fleet (565m) No. 12 AWG. for the transfer switch. Recommended wire gauge size depends on the cur- 3.51 COMMUNICATION WIRING rent rating of the generator main circuit breaker. Control system interconnections on an H-100 con- trolled generator consist of RS485 + and RS485 - wires in a 2 wire, twisted pair cable with overall screen. Communication interconnection cables must be run in a conduit that is separate from the AC power leads. Recommended wire gauge size depends on the length of the cable: 15 x OPERATION Section 3 - Operation Liquid-cooled Generators ? TABLE 3 - ALLOWABLE AMPACITIES OF INSULATED CONDUCTORS RATED 0-2000 VOLTS, 60° TO 90° C (140° TO 194° F). NOT MORE THAN THREE CONDUCTORS IN RACEWAY OR CABLE OR EARTH (DIRECTLY BURIED), BASED ON AMBIENT TEMPERATURE OF 30° C (86° F) (REFERENCE NEC TABLE 310-16) SIZE TEMPERATURE RATING OF CONDUCTOR SIZE 60° C 75° C 90° C 60° C 75° C 90° C 140° F 167° F 194° F 140° F 167° F 194° F TYPES TYPES TYPES TYPES TYPES TYPES TWY, UFY FEPWY TA, TBS, SA TWY RHY, RHWY TA, TBS RHY, RHWY SIS, FEPY UFY THHWY SA, SIS, AWG THHWY FEPBY THWY THHNY AWG kcmil THWY RHHY, RHW2 THWNY THHWY THWNY THHNY, THHWY XHHWY THW2, THWN2 XHHWY THW2, THWN2 USEY RHHY, RHW2 USEY, ZWY USE2, XHH USE2 XHHWY XHH,XHHW XHHW2 ZW2 XHHW2 ZW2 COPPER ALUMINUM OR COPPER CLAD ALUMINUM 18 - - 14 - - - - 16 - - 18 - - - - 14 20Y 20Y 25Y - - - - 12 25Y 25Y 30Y 20Y 20Y 25Y 12 10 30 35Y 40Y 25 30Y 35Y 10 8 40 50 55 30 40 45 8 6 55 65 75 40 50 60 6 4 70 85 95 55 65 75 4 3 85 100 110 65 75 85 3 2 95 115 130 75 90 100 2 1 110 160 150 85 100 115 1 1 /0 125 150 170 100 120 135 1 /0 2/0 145 175 195 115 135 150 2/0 3/0 165 200 225 130 155 175 3/0 4/0 195 230 260 150 180 205 4/0 250 215 255 290 170 205 230 250 300 24 285 320 190 230 255 300 350 260 310 350 210 250 280 350 400 280 335 380 225 270 305 400 500 320 380 430 260 310 350 500 600 355 42 475 285 340 385 600 700 385 460 520 310 375 420 700 750 400 475 535 320 385 435 750 800 410 490 555 330 395 450 800 900 435 520 585 355 425 480 900 1000 455 545 615 375 445 500 1000 1250 495 590 665 405 485 545 1250 1500 520 625 705 435 520 585 1500 1750 545 650 735 455 545 615 1750 2000 560 665 750 470 560 630 2000 V Unless otherwise specifically permitted in the NEC, the over current protection for conductor types marked with an V shall not exceed 15 amperes for No. 14, 20 amperes for No. 12, and 30 amperes for No. 10 copper; or 15 amperes for No. 12 and 25 amperes for No. 10 aluminum and copper-clad aluminum after any correction factors for ambient temperature and number of conductors have been applied. is r Section 4 - Notes NOBS Liquid-cooled Generators 17 i GENERAC® POWER SYSTEMS, INC. P.O. Box 8 • Waukesha, WI 53187 Phone: 262-544-481 1 Part No. OFS81 8 Revision 0 (01/04/07) Printed in U.S.A. z CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Revision Application _ ve S ~ rJii'v Revision Fee $ Application Number (nG fo k4 o Address '7o c~.2P~C-~ --~~r was;; Reason for Revision- Ao/ ,.SlufA.c, Zco~N~ ~,-;z?Jt cuA~ T T yA~~ **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name M--~?n~ Contact Phone Number 614. coo s 34o For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision supplemental Information Updated 8-23-04 aG- Zol *05 CITY OF DUBLIN Building Standards? 5800•Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Date 10 - 2.• 06 Application No. APPLICATION FOR ELECTRICAL PERMIT Job Address ` _ Parcel No. Subdivision _-FAR MW )1&6-LC Lot No. Owner Name Q~Tr < <-~~~Q g Telephone Contractor Name A¢E4? r=&isaw ~.nE[--"- C-- Telephone (93'i' !0~}2. 0386 Contractor Address gIS5 S N40-1142 t tS`~ Dublin Registration No. M 4MVI lLLZF OH 10 4160uro Residential: New Sq. Ft. (AP0P-- Alteration/Addition Sy. Ft. Temporary Service $40.00.... $40.00 Minimum plus $20.00 for each additional 500 Sy. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet NliL. $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ -w 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 pr visions of s id la Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY, OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201405 Date 10/04/06 Revision number . . . . . . . 1 Property Address . . . . . . 7068 CALABRIA PL Parcel Number . . . . . . . . - Alternate Address . . . . . . TARTAN WEST 3 #72 Tenant nbr, name . . . . . . SQ FT 6602 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . BRACKETT BUILDERS, INC Structure Information 000 000 Construction Type . . . 5B - UNPROTECTED COMB Occupancy Type . . . . RESIDENTIAL - 1,2,3 UNITS Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 280.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/02/07 Qty Unit Charge Per Extension BASE FEE 40.00 12.00 20.0000 RES ELECTRICAL SERVICE 240.00 Permit TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/02/07 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments Missing existing 8 inch storm sewer, mislabeled easements and easement drawn incorrect. NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY.OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 06-00201405 Date 10/04/06 Revision number . . . . . . . 1 Special Notes and Comments placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 NOTICE TO APPLICANT Separate OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL may be required by deed. Applicant is responsible for compliance with all applicable restrictive covenants and deed restrictions required by title. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on The City of Dublin approved Street Tree List. Installation will ocur during the landscape phase of this house. Placement of the TWO TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due 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 . . . . . 06-00201405 Date 10/04/06 Revision number . . . . . 1 Permit Fee Total 320.00 .00 .00 320.00 Plan Check Total .00 .00 .00 .00 Grand Total 320.00 .00 .00 320.00 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. FOR OFFICE USE ONLY RESIDENTIAL SITE PLAN REV/IE,~W,~,. ' PERMIT i4 - aO / LOS SUBDIVISION NAME / 7C~ u/ ~:-'~l BUILDER'S NAME M &-R-(?'R4 GG6 OolI~S PHASE # SECTION #--3- LOT # CONTACT PERSON 10 fn MV YIA) 6 CURRENT ZONING -P c t ) TELEPHONE # PLAT RECORDED 3 NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE 0 OTHER ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses Parkland Conveyed or Park Fee Paid ~proved/NA ? Disapproved Subdivision, Section and Lot Number Shown proved/NA 0 Disapproved t Street Name and R/W Dimensions Shown Approved/NA 0 Disapproved dV Scale and North Arrow Shown f / proved/NA 0 Disapproved Property Line Bearings and Distances Shown pproved/NA 0 Disapproved Building Lines Shown and Dimensioned pproved/NA . ? spproved All Easements Shown and Dimensioned pproved/NA JlD'sapproved No Build/No Disturb Zones Shown and Dimensioned pproved/NA ? Disapproved Front Setback Confirmed or per Recorded Plat (Minimum 61 ) Ap~proved/NA ? Disapproved Side Yards Verified (Minimum _6 Comb MDBS ~r ) Vk-pproved/NA 0 Disapproved r Rear Yard Confirmed or per Recorded Plat (Minimum \/Approved/NA ? Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? ApBroved/NA ? Disapproved Recorded Plat Information Verified by Date ~I~, )Appprprooved/NA ? Disapproved Building Footprint Shown and Dimensioned ved/NA ? Disapproved Building Footprint Matches Plans Submitted (Include Reverse Layout) tApproved/NA proved/NA 0 Disapproved Bay Windows, Cantilevered Portions of Buildings Shown ? Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned roved/NA ? Disapproved Air Conditioning Units Shown X4proved/NA ? Disapproved 1 Accessory Structures Shown and Dimensioned 0 Approve A 0 Disapproved C' Fence, Wall or Satellite Dish Shown (Separate Permit Required) 0 Approve ? Disapproved No Encroachments Shown pproved/NA ? Disapproved Driveway Shown and Dime i tied per Code Sectio 53.210 Approved/NA ? Disapproved Sidewalks Required Shown ? Approved/NA ? Disapproved Tree Protection Required Shown ? Approved/NA ? Disapproved Street Trees Required Shown 0 Approved/NA ? Disapproved Minimum Caliper 2%Z-Inch ? Approved/NA 0 Disapproved Yard Trees Required on All Street Frontages Shown 9 - ata. -Min imum 3 Yard Trees Required ? p A ? Disapproved Less - mmum 2 Yard Trees Required Approved/NA 0 Disapproved I ? Approved/NA 0 Disapproved Distance From Side Property Line Minimum 7 Foot ? Approved/NA 0 Disapproved Located Within the Minimum Front Setback 0 Approved/NA 0 Disapproved Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation ? Approv Disapproved Chimney Extends Beyond the Eave Line / pprove A ? Disapproved Required Material -Brick Stone y/ Stucco proved/NA ? Disapproved Foundation Material -Two Materials aximum ric one Decorative Block ~4 Approved/NA ? Disapproved ide-Load arage Shown (E mpt from Street-Facing Garage Requirements) Approved/NA ? Disapproved ORS - ac Requirements - (IF Less than 60° to the Front Property Line Door Opening Maxim Width Sizes Any One Garage Door Op ing - Maximum 18 Feet ? Approved/NA ? Disapproved Combined Garage Door Openings - Maximum 26 Feet ? Approved/NA ? Disapproved Any Garage Door - Maximu Height 9 Feet ? Approved/NA ? Disapproved Percentage of Garage Door e n Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Gara a 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening Totaling Tw or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved Door Opening Totaling T ee Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved Pro'ection From Adiacent ertical Wall Plane of the Home - Garage Door Opening otaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NA ? Disapproved Garage Door Openin Totaling Three Car Widths - Maximum 10 Feet ? Approved/NA ? Disapproved Required Projection Be e n Doors - Minimum 16 Inches ? Appr ed/NA ? Disapproved Garage Door Material - Particle Board or Masonite Prohibited pproved/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 ?/A~ ppp ved/NA ? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 Wpproved/NA roved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year ? Disapproved Metal Slate Tile Wood ? A roved/NA ? Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles proved/NA ? Disapproved Minimum Weight 240 Lbs/Square pproved/NA ? Disapproved Exposure Length - Maximum 5%-Inch Approved/NA ? Disapproved Color - ? Approved/NA ? Disapproved Water Table - Water Table - Above Grade 24 Inches pproved/NA ? Disapproved Water Table - On Front Elevation Approved/NA ? Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterio - pg. 3) Building Materials - Life Expectancy Minimum 30-Year Kt. ? Disapproved Three Materials Maximum per Major Facade OApproved/NA ? Disapproved Brick Cultured Stone Fibrous Cement Glass Block Ston Stucco Vinyl** Wood Board Exterior Material Changes - Inside Corner OR Minimum 2-Foot Wrap Outside Corner proved/NA ? Disapproved IF Side Gable - Quoins OR Minimum 3'h-Inch Wide Corner Trim Boards roved/NA ? Disapproved 2 6145274476 H S STEVENSON PAGE 01 - _,L,,IpY ~ ~ \ 3rq'. _tr.yy=. yLfMM ray' I.u. ~ilL~ '.-L. „y, ~ S 1 y f~'.j4• .,L ',ijA R• .ry yr,.4 ~ Yrw M.. , i MW4 „y W kj L ~ryyYr W JM.x.u I' Load view RR wort i i 6,422 58,710 107,348 1,436 2,354 2,354 MEMMEMM g448 50,288 MIMMM Building ° 4,458 33,885 62,127 831 1,378 1,378 24x12 i System 1 3,760 29,427 2,070 2,070 AED Excursion 4,458 31,815 62,127 631 1,325 1'325 1.4x4 i 3, 27,357 63 565 2,457 33 Zonal 27 273 502 75 898 12 2 2 1-4x4 1 1-Bedroom Bamt 156 42 33 138 43 43 1-44 j 2-Bathroom Bsmt 380 B54 161 1,015 10,287 163 163 1-6x7 i 3-Mechanical Room 3,230 1,054 4,284 11,941 180 1-6x5 I 4-Recreation Bsmt 1'0532 1,486 225 1,711 3,068 41 75 75 2,023 5,536 74 81 81 1-6x5 ~ 5-Foyer 161 1,fi15 408 928 1,176 16 41 41 1.4x4 j &Garage Entrance 64 B19 109 22 16 18 1-4x4 7-Laundry 40 354 177 531 1,640 39 72 72 1-6x5 I I 8-Guest Bedroom WIC 1 177 1,610 2,942 ~ 1,433 230 613 B x5 9 9 1-4x4 9-Guest Bedroom 72 176 54 10-Guest Bedroom Bath 448 2,618 3,750 50 109 109 1-6 j 208 2,170 611 5,975 8,072 108 270 270 2.6x5 j 11-Dining Room 290 5,364 469 4-6x5 i I 12-IGtchen 792 9,312 936 10,250 9,747 130 489 13-Great Room 22,624 45,221 605 977 977 16X12 I' System 2 2,668 20,860 1,964 565 565 AED Excursion 2,668 22,258 45,221 605 977 977 Zone 2 20,2132 95 1,964 83 215 2,487 33 6 6 1--0x4 j 240 053 81 20 20 1-4x4 i ~ 14-Recreation Bsmt 1,152 418 261 679 6, 15-Crawl 252 6,496 272 6,768 10,558 141 313 313 3-64 16-3 Season 200 3,174 324 3,498 2,781 37 153 153 1-8x7 17-Den 329 5,553 9,687 130 251 251 2-6x5 I 1 B-Master Bedroom 340 5.224 128 722 141 863 2,875 38 35 35 1-4x4 i 19-Walk In Closet 2 785 141 936 2,875 38 38 38 1-4x4 20-Walk in Closet 1 128 270 56 326 1,022 14 13 13 1.4x4 21-Half Bath 24 204 3,064 357 3,421 6,883 92 147 147 1-8x7 i I 22-Master Bath I ~ I I I ~ C:\Program Files\Elite\Rhvacw\Projects\GJT\Bracett 09:13 6145274476 H S STEVENSON PAGE 02 .i74. .dh'i • 4Ww ~YMI 1~M~•Y.,;'~Y.i~ .f.' I FIN 4L~ w.A.LYwV., L•. ire n : M ~ iti •'~'..+~+aa • „ I I Total Buildin Summa Loads - mill 1 D-cv-o: Glazing-Double pane, operable window, clear, 703 28,049 0 29,373 29,373 vinyl frame 126 3,089 0 1,146 1,146 11 N: Door-Polystyrene Core with R-13 sill to 1073 5,353 0 518 518 115A134)fcw-2: Wall-Basement, ,framing floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, V floor depth p 115AI3-Ofcw-6: Wall-Basement, 'framing with R-13 sillto 675 2,315 0 p board I floor in 2 x 4 cavity, filled co plus interior finish, wood studs, 6' floor depth 236 5,947 0 766 766 I 11580-0-2: Wall-Basement, , no insulation or framing, no interior finish, 2' floor depth 295 2,850 0 0 0 15Bp_0-6; Wall-Basement, , no insulation or framing, no i interior finish, 6' floor depth 352 2,243 0 689 B89 I 12C-Osw: Wall-Frame, R-13 insulation in 2 x 4 stud 1 cavity, no board insulation, siding finish, wood studs 11,283 0 1,837 1,837 ' 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 2370.5 ,283 cavity, no board insulation, brick finish, wood studs 80 381 0 95 95 I 12E-0sw: Wall-Frame, R-19 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs p 5,103 5,103 3190 7,147 I 116B-30: Roof/Ceiling-Under attic or knee wall, Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or I Dark Metal, Tar and Gravel or Membrane, R-30 insulation 1049 1 ~g83 0 0 O i 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, i carpet covering, shortest side of floor slab is 20' wide 0 p 0 21A-24: Floor-Basement, Concrete slab, any thickness, 2 2208 3,864 i or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 480 4,023 0 662 862 19A-Otp: Floor-Over enclosed unconditioned crawl space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tile'or vinyl 595 4,616 0 989 989 19A-Ocp: Floor-Over enclosed unconditioned crawl I space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 83,143 0 41,378 41,378 1,380 1,800 3,180 • People: 6 0 1,700 1,700 Equipment: 0 0 0 Lighting: 0 0 0 0 Ouctworlk 24,205 5,042 2,774 7,816 Infiltration: Winter CFM: 324, Summer CFM: 173 0 0 0 0 , I Ventilation: Winter CFM: 0, Summer CFM: 0 I 0 p 2,636 2,636 AED Excursion: Total Building Load Totals: 107,348 6,422 50,288 W710 Tota? Building Supp y C ~ Square ft. of Room Area: 6,448 Square ft. Per Ton: 1.185 Volume (ft') .of Cond. Space: 59,320 Air Turnover Rate (per hour): 2.4 Total Heating Required With Outside Air. 107,348 Btuh 107.348 MBH Total Sensible Gain: 50,288 Btuh 89 % Total Latent Gain: 6,422 Btuh 11 % (Ba Total Cooling Required With Outside Air. 56,710 Btuh 54.73 Tons .44 Tons (Based On Sensible + Latent) T7% Sensible Capacity) CAPrograrn Files\Elite\Rhvacw\Projects\GJT\Bracett Builders 09:13 6145274476 H S STEVENSON PAGE 03 I '~r_ ~.r.~axlT•_ ' 1. ear. y6_•yy ~ W M w I. yif4.µ~j W"TA.`:y.q Y'w'~`IIR r3i.IC.Y•~.~~5 M i! ~.cs,. Total Buildiri Summa Loads (cont'd) i12-- i I Calculations are based on 8th ed~ion of AC -CA Manual J. i i All computed results are estimates as building use and weather may vary. Be sure to select a unit that masts both sensible and latent loads. I I I ~ I I i I i j 1 CAProgram Fles\Elite\Rhvarw\Projects\GJT1Bracett Builders 09:13 6145274476 H S STEVENSON PACE 64 ~.Yy~~~VL•.~, T,w971.Yi .j,jw~YEy.. rl• T.r T L .y x. L T . Y IL...Lr. -T li~: •.'rxMi..y C - .c. ^~Y1.'1~~ ZY, MYA,iMM1#:y441'y'T'cr„:x,Crw Y4 M~_~lixfLLY'.k.r • y J YM-MyIG IbY."yevw•Y r1. LIJi,...Y~yM..49t ,y wMYJYi L I - J'Lr - - Tt 1V iY... IYG.i.wT M~ IYMR , • l~.M~11'~ry. ~YlcR94 CY3.q ~SySt_9M*- 7 Floor Summa a Loads _ I ! 1 1 D-cv-o: Glazing-Double pane, operable window, clear, 412 16,440 0 16,030 16, 030 vinyl frame 63 1,545 0 573 573 11 N: Door-Polystyrene Core 15A13-Ofcw-2: Wall-Basement, , framing with R-13 sill to 341 1,688 0 157 157 floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 2' floor depth 455 1,560 0 0 0 15A13-0fcw-6: Wall-Basement, , framing with R-13 sill to i floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 6' floor depth 766 766 1580-0-2: Wall-Basement, , no insulation or framing, no 236 5,947 0 interior finish, 2' floor depth 0 i 15BO-0-6: Wall-Basement, , no insulation or framing, no 295 2,850 0 0 interior finish, 6' floor depth Egg 689 12C-0sw: Wall-Frame, R-13 insulation in 2 x 4 stud 352 2,243 A cavity, no board insulation, siding finish, wood studs 12E-0bw: Wall-Frame, R-19 insulation in 2 x 6 stud 1244.5 5,924 0 984 964 cavity, no board insulation, brick finish, wood studs 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 80 381 0 95 95 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under attic or knee wall, Vented 1915 4,290 0 3,064 3,064 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 809 1,529 0 0 0 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 21A-24-. Floor-Basement, Concrete slab, any thickness, 2 1056 1,848 0 0 0 i or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide i Subtotals for structure: 46,246 0 22,338 22,338 People: 5 1,150 1,500 2,650 ' Equipment 0 1,700 1,700 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 212, Summer CFM: 114 15,881 3,308 1,819 5,127 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 , AED Excursion: 0 0 2,070 2,070 System 1 Main Floor Load Totals: 62,127 4,458 29,427 33,885 i Supply CFM: 1,378 CFM Per Square ft.: 0.364 Square ft. of Room Area: 3,780 Square ft Per Ton: 1,187 Volume (ft3) of Cond. Space: 39,802 Air Tumover Rate (per hour): 2.1 Total Heating Required With Outside Air. 62,127 Btuh 62.127 MBH Total Sensible Gain: 29,427 Btuh 87 % Total Latent Gain: 4,458 Btuh 13 % Total Cooling Required With Outside Air. 33,885 to 2.52 Tons (Elased On ensible + LAi 3.18 Tons (Based On 77% Sensible Capacity) i Calculations are based on Bth edition of ACCA Manual J. Ail computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Program File;.\ElitelRhvacw\Pro)ects\GJT\Bracett Builders i 09:13 6145274476 H S STEVENSON PAGE 05 y ~ ~d",T-. Ll. r SSY~~t w -~R TSy,t { LYL 04 Wstem 2 Co of Main Floor Summary Loads 291 11,6Q9 0 13,343 13,343 ~ 1D.cv-o: Glazing-Double pane, operable window. clear, vinyl frame 63 1,544 0 573 573 11 N: Door-Polystyrene Core 0 361 361 15A13-Ofcw-2: Wall-Basement, ,framing with sulasilltionto 732 3, ! floor in 2 x 4 cavity, filled core, no board insula, i plus interior finish, wood studs, 2' floor depth p 0 p 15A13-Ofcw-6: Wall-Basement, , framing with R-13 sill to 220 755 floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 6' floor depth 873 673 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1126 5,359 0 I cavity, no board insulation, brick finish, wood studs 1275 2,857 0 2,039 2,039 16B-30: Roof/Ceiling-Under attic or knee wall, Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 240 454 0 0 0 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide p 0 21A-24: Floor-Basement, Concrete slab, any thickness, 2 1152 2,016 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 4,023 0 862 862 i 19A-Otp: Floor-Over enclosed unconditioned crawl space, 480 No insulation on exposed walls, sealed or vented space, passive, no floor insulation, file or vinyl 19A-Ocp: Floor-Over enclosed unconditioned crawl 595 4,616 0 9B9 989 i space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 36,897 0 19,040 19,040 People: 1 230 300 530 Equipment 0 0 0 Lighting: 0 00 0 Duct~wok- 0 8,324 1,734 955 2,680 Infiltration: Winter CFM: 111, Summer CFM: 60 0 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 565 565 I System 2 Copy of Main Floor Load Totals: 45,221 1,964 20,860 22,824 Supply CFM: 977 CFM Per Square ft.: 0.366 Square ft. of Room Area: 2,668 Square ft. Per Ton: 1,182 Volume (ft2) of Cond. Space: 19,516 Air Tumover Rate (per hour): 3.0 Total Heating Required With Outside Air. 45,221 Btuh 45.221 MBH Total Sensible Gain: 20,860 Btuh 91 % Total Latent Gain: 1,964 Btuh 9 % nt=1 Co"o"n -Requited With Sh,cLI Alr. 22,824 Btuh 1.90 Tons (Based On Sensible + Latent) 2.26 Tons (Based On 77% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. CAProgram Files\EliteV2hvacw\pr6jects\GJT~Bracett Builders 09:13 6145274476 H S STEVENSON PAGE 06 Si~i ^ y a, ,'..'.i -Y ^~fN1 ri-.i.1ii,4L~wY•.'71.~4.`,1.= r '~4.1'LY'C _ M ~z Loads (Avera e Load Procedure for Rooms ~~tem 1, Zone 7 Summar~_- _ 412 16,440 0 16,030 16,030 I 1 p.cv-o: Glazing-Double pane, operable window, clear, vinyl frame 63 1,546 0 573 573 11 N: Door-Polystyrene Core 1,689 0 157 157 I I6A13.0fcw-2: Wall-Basement, , framing with R-13 sill to 341 floor in 2 x 4 cavity, filled core, no board insulation, I I plus interior finish, wood studs, 2' floor depth 455 1,560 0 0 0 ~ 15A13-Ofcw-6: Wal{-Bas~llnt~re ran board insutatioilnta floor in 2 x 4 cavity, plus interior finish, wood studs, 6' floor depth 238 5,547 0 766 766 15B0-0-2: Wall-Basement, , no insulation or framing, no interior finish, 2' floor depth p 0 0 1560-0-6: Wall-Basement, , no insulation or framing, no 295 2,650 interior finish, 6' floor depth 2,243 0 689 689 1120-0sw: Wall-Frame, R-13 insulation in 2 x 4 stud 352 cavity, no board insulation, siding finish, wood studs 0 964 964 112E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1244.5 5,924 cavity, no board insulation, brick finish, wood studs 0 g5 95 I BO 381 11212-0sw: Wall-Frame, R-19 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 1915 4,290 0 3,064 3,064 1613-30: Roof/Ceiling-Under attic or knee wall, Vented i Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation Concrete slab, any thickness, 21 A-20-c: Floor-Basement, gpg 1,529 0 0 O I 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 1056 1,648 0 0 0 121A-24: Floor-Basement, Concrete slab, any thickness, 2 I or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide ,246 0 22,336 22,338 ' I Subtotals for structure: 46,246 11150 1,500 2,650 I People: p 1,700 1,700 Equipment: 0 0 0 Lighting: 0 0 0 0 Ductwork: 15,881 3,308 1,619 5,127 I Infiltration: Winter CFM: 212, Summer CFM: 114 System 1, Zone 1 Load Totals: 62,127 4,458 27,357 31,015 Supply CFM: 1,378 CFM Per Square ft: 0.364 Square ft. of Room Area: 3,780 Square ft Per Ton: 1,255 Volume (ft') of Cond. Space: 39,802 Air Turnover Rate (per hour): 2.1 i Total Heating Required: 62,127 Stuh 62-127 MBH Total Sensible Gain: 27,357 Btuh B6 % Total Latent Gain: 4,458 Btuh 14 % Total Cooling Required: 31,815 Btuh 2.65 Tons (Based On Sensible + Latent) 3.01 Tons Based On 77% Sensible Ca ci ) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. CAProgram Fiies\Eike\Rhvacw\Projects\GJT\Bracett Builders 09:13 6145274476 H S STEVENSON PAGE 07 I--- - vss. .~-atiS,.i+.fs~.,.~rti~J t~++r ~ ~a.~ ' 'r~„'+M~ly, •n~•t~'l~i~.r~,_~yLi::::•+. Y.~i-'ti•-.e-:,;K~ .tY.~:~ y,' yT +'•~i1 ••~r•'~ Loads (Average Load Procedure _for Rooms) l i S~rsfem 2 Zone 2 Summar~~ I 291 11,609 0 13,343 13,343 1 D cv-o: Glazing-Double pane, operable window, clear, vinyl frame 63 1,544 0 573 573 11 N: Door-Polystyrene Core 732 3,664 0 361 381 15A13-Ofcw-2: Wal{-Basement, , framing with R-13 sill insulation, , I floor in 2 x 4 cavity, filled core, no board I plus interior finish, wood studs, 2' floor depth 220 755 0 0 0 t ISAI3-Ofew-6: Wall-Basement, , framing with R-13 sill to floor in 2 x 4 cavity, filled core, no board insulation, plus interior finish, wood studs, 6' floor depth I! 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1128 5,359 0 0 2, 873 873 039 2,873 cavity, no board insulation, brick finish, wood studs 1275 2,857 ! 16B-30: Roof/Ceiling-Under attic or knee wall, Vented Attic, No Radiant .Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 240 454 0 0 O 21A-20-c: Floor-Basement, Concrete slab, any thickness, ! 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 1152 2,016 0 0 0 21A 24: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, I any floor cover, shortest side of floor slab is 24' wide 480 4,023 0 862 662 i 19A4Otp: Floor-Over enclosed unconditioned crawl space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, the or vinyl 595 4,616 0 989 989 19A-0cp: Floor-over enclosed unconditioned sealed) or space, No insulation on exposed vented space, passive, no floor insulation, carpet or hardwood 19,040 19,040 Subtotals for structure: 36,897 0 1 230 300 530 i People: 0 0 0 Equipment: 0 0 0 i Lighting: Ductwork p p 0 0 8,324 1,734 955 2,689 Infiltration: Winter CFM: 111, Summer CiFM: 60 I System 2, Zone 2 Load Totals: 45,221 1,964 20,295 22,259 sill Supply CFM: 977 CFM Per Square ft: 0,366 Square ft, of Room Area: 2,668 Square ft Per Ton: 1,207 Volume (ft') of Cond. Space: 19,518 Air Tumover Rate (per hour): 3.0 WHOM= Total Heating Required: 45,221 Btuh 45.221 MBH Total Sensible Gain: 20,295 Btuh 91 % Total Latent Gain: 1,964 Btuh 9 % Total Cooling Required: 22,259 Btuh 1.85 Tons (Based On Sensible + Latent) 2-21 Tons (Based On 77% Sensible Capacity) Cslcuiations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. CAProgram Files\EiRe\Rhvacw\Projects\GJT16racett Builders 09:13 6145274476 H S STEVENSON PAGE 08 ''~~.F+M ' y. ti+ylYLy« 41 ` - 'ML• ~;'w• pIL4~.iui~~YMU MY~~ ..Y t I ~ Sy em •1 R om Load uS mma _ i I ---Zone 1- 1 Bedroom Bsmt 273 2,457 33 1.4x4 290 502 63 26 25 2 Bathroom Bsmt 156 898 12 1-40 24 42 33 2 2 3 Mechanical Room 380 10,287 138 1-40 493 854 161 43 43 4 Recreation Bsmt 1,056 11,941 160 1-8x7 466 3,230 1,054 163 163 5 Foyer 132 3,068 41 1-64 381 1,486 225 75 75 6 Garage Entrance 161 5,536 74 1-6x5 414 1,615 408 81 81 7 Laundry 64 1,176 16 1-4x4 473 819 109 41 41 B Guest Bedroom 40 1,640 22 1-1x4 204 354 177 18 18 WIC 9 Guest Bedroom 156 2,942 39 1-64 368 1,433 177 72 72 10 Guest Bedroom 72 613 8 14x4 102 176 54 9 9 I Bath 11 Dining Room 208 3,750 50 1-6x5 557 2,170 448 109 109 j 12 Kitchen 290 8,072 10B 2-6x5 688 5,364 611 270 270 ! 13 Great Room 792 9,747 130 4-6x5 597 9,312 938 469 469 AED Excursion 2,070 I i • System 1 total 3,780 62,127 831 29,427 4,458 1,378 1,378 j System 1 Main Trunk Size: 2402 in. Velocity: 7B0 ft./min I Loss per -100 A.: 0.047 in.wg 11 Milli, Net Required: 2.82 87%113% 29,427 4,458 33 885 Recommended: 3.18 77%/23% 29,427 8,790 38,217 I I I CAProgram Files\Ei-'de\Rhvacw\Projects\GJRBraaett Builders 09:13 6145274476 H S STEVENSON PAGE 09 • tl[:mF~ !'C WYuji • '.J. rI.NW.`{•r?LA`L.tJ. V ' ryyL_I • I L. + W .I _ - - J i j ~tem 2 Room Load Summary Zone 2--- 14 Recreation Bsmt 240 2,487 33 1-4x4 73 132 2683 1 6 26 j 15 Crawl 1,152 6,053 61 1-4x4 230 418 16 3 Season 252 10,558 141 3-8x5 531 6,496 272 313 313 . 17 Den 200 2,781 37 1-8x7 438 3,174 324 153 153 j 18 Master Bedroom 340 9,687 130 2-6x5 640 5,224 329 251 251 19 Walk In Closet 2 128 2,875 38 1-4x4 398 722 141 35 35 20 Walk In Closet 1 128 2,875 38 14x4 438 795 141 13 38 38 13 I 21 Half Bath 24 1,022 14 1-4x4 149 270 56 22 Master Bath 204 6,883 92 1-8x7 422 3,064 357 147 147 j AED Excursion 565 System 2 total 2,668 45,221 605 20,660 1,964 977 977 I I System 2 Main Trunk Size: 16x12 in. I Velocity: 796 ft./min j Loss per 100 ft.: 0.060 in.wg I Net Required: 1.90 91%/0% 20,860 1,964 NMI Recommended: 2.26 77%123% 20,860 6,231 27,091 i j j i i j i I C:\Program Files\Eiite\Rhvacw\Projects\GJT\Bracett Builders Permit # Permit Date Generated by REScheck-Web Software Compliance Certificate Project Title: THE ALLESSANDRIA MODEL Report Date: 06/07/06 Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: LOT #72 TARTON WEST BRACKETTE BUILDERS Ohio Ohio • •s~ IirCavity 4A1iRTMe..[ffJUJ= . m.. _Wwmm~ I ~ 1_,~ Ci= N Ceiling 1: Flat or Scissor Truss: 2978 30.0 0.0 104 Wall 1: Wood Frame, 16in. o.c.: 3782 19.0 0.5 195 Window 1: Wood Frame, 2 Pane w/ Low-E: 405 0.500 203 Door 1: Solid: 126 0.500 63 Basement Wall 1: Wood Frame: 324 19.0 0.5 15 Wall height: 9.0' Depth below grade: 0.0' Insulation depth: 9.0' Window 2: Wood Frame, 2 Pane w/ Low-E: 30 0.500 15 Door 2: Solid: 42 0.500 21 Basement Wall 2: Solid Concrete or Masonry: 2254 11.0 0.0 137 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 3: Solid Concrete or Masonry: 576 0.0 0.0 118 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 0.0' Floorl : Unheated Slab-On-Grade: 36 5.0 29 Insulation depth: 2.0' Furnace 1: Forced Hot Air (Non-Electric): 90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date THE ALLESSANDRIA MODEL Page 1. of 4 w, tGenerated by REScheck-Web Software Inspection Checklist Date: 06/07/06 Ceilings: ? Ceiling 1: Flat or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16in. o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: ? Basement Wall 1: Wood Frame, 9.0' ht / 0.0' bg / 9.0' insul, R-19.0 cavity + R-0.5 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. ? Basement Wall 2: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 9.0' insul, R-11.0 cavity insulation Comments: ? Basement Wall 3: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 0.0' insul, R-0 (uninsulated) Comments: Windows: ? Window 1: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ? Window 2: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ? Door 1: Solid, U-factor: 0.500 Comments: ? Door 2: Solid, U-factor: 0.500 Comments: Floors: ? Floorl : Unheated Slab-On-Grade, 2.0' insulation depth, R-5.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: ? Furnace 1: Forced Hot Air (Non-Electric): 90 AFUE or higher Make and Model Number: Air Leakage: THE ALLESSANDRIA MODEL Page 2 of 4 A ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: ? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ? Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ? Materials and equipment are installed in accordance with the manufacturer's installation instructions. ? Materials and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ? Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. ? Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ? Supply ducts in unconditioned attics or outside the building are insulated to R-8. ? Return ducts in unconditioned attics or outside the building are insulated to R-4. ? Supply ducts in unconditioned spaces are insulated to R-8. ? Return ducts in unconditioned spaces (except basements) must be insulated to R-2. ? Where exterior walls are used as plenums, the wall is insulated to R-8. ? Insulation is not required on return ducts in basements. Duct Construction: ? Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ? All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ? The HVAC system provides a means for balancing air and water systems. Temperature Controls: ? Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ? Water heaters with vertical pipe risers 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. ? Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ? Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ? All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. THE ALLESSANDRIA MODEL Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (QF) UP to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes . Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure(femperature 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 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) THE ALLESSANDRIA MODEL Page 4 of 4 C-A V' u` / r / P Ilk 6( cr ~ Vr' ~ J ~ l ,,11` ` D '1, •x`11` EX. Wi" Prot$ction F#nte ` 41140V VAR" t I IPO 1 69 t.o0 ]yrc? cr~ ~ • 't `Z f0 X 96 , b 2pp j Bike Ex Pith ~8" Stm. j . ;moo IqD 8 I Joe** T.C. + tN 967. ,0 (~1 i'~•n~ ~V'' -8~ Son. 7 7g .424" SAX v C. " 7.1 SO' ? .p4 49 AllC 4 o, I 1 1 1 ' { C. \ F. G. 971-5" s 965.5; T.C: C r7Q~/a ao 9W.ao ~ _ .00 i-. .40 .40 Stm. 957 dike fbth 1.00 G. 961.2 F T ' 8" Son.---~-- ~i i is 1 2 ; I. jox CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43.016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Application Revision Fee Application Number O(o 20 o Address 7ors Reason for Revision - 6m 5L<<'9a! y k's C~ T~G-GG ~F-;'i~~ arr . oc- t Z.ISL **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name Contact Phone Number s~ e~)4b 3 .4L,3 For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division Engineering Division Major Revision Minor Revision supplemental Information Updated 8-23-04 m SEEM 81 ° W 12~ ~ i I ~ Ir • a ONE STOR Y FRAME I RESIDENCE CAR GARAGE 1 a EVERGREEN LAN05CAPING I) • V 8 1 5OO1 AROUND A/C UNITS -TYP. . 952.40' EX. ' 953.60' I RUN-0 F FLOW 951.30' ER J(} 955.73' 0 956.56' FLOW 9 , f.C.9 91 [J " 6. 53.00' Flow 9 RAM " . 55.63 957.06' 959. i 1- . } 953.5' a r-..~sr36a0 II 46.0 N 22.0 t1 i 959.92 P ONE STORY FRAME ff` ' DECK. Z.° RESIDENCE GARAGE ; If m 93 GARAGE FLOOR I' m a FIRST FLOOR 5EWER5ERVICE LINE AT:963.95 31 F '1` ? o~rw~o• l ILL ENTER ELEVATION 53.15 a L' 96 } } 2.0 5A5EMEN7 FLOOR 22.00 At•956.60 36.0 I L i 4 Q I : w L CUT GF: AYE g am ; 963.95 I; 3< ; W 1 956 P r aB• °8 a 9' 96 D' ' 1C'. 960. 3, U 3 AT:965.1 ~Q r a L O h a7' . l.0 730 a a t° 960.70 z 111 b~ ~v w 0..W W F FIN15 ' ED GRA.OE a or I WA p m m o AT:9.6' N " I ALINE N a x 4, L 2733 9 7.7 . FIRE HYDRAN J~ 16'5 D VkWAY 1 960,87 - EASEMENT ? \/1 960.67 r c:.:n N c 962.4 960.90' 0 t, , J 5'BUILDIN6 LIN , ;•'1.... ~ J ~ SLOPE: x EASEMENT I i~ ? \1 1. I t I 1' 51DEWALK Q ' z 133 , EASEMENT c 47.0 964. a 1 E E----- 9697 ~ 1 ~ I- I - - - . 9\ .50' C=95 •0' f '0T0 MAl' 1 O' 1 'EA5 MENT ' 9~a7.90' . --r---- - 1 1 ~ ~ 3 amwm+woamxc - ' ' + wuanwevTo ; EXISTING ONE-STORY F TING i FRAME HOUSE DRI WAr m ° Oeonrir ¦ W9/06 PRELIM. 911106 PERMIT GENERAL 51TE NOTES: ?LT06--REv AT LOT COVERAGE an.~'Pln R IS lu TINIWI76 SITE REV 1.) DRIVEWAY SLOPE SHALL NOT EXCE0 8%AS MEASURED FROM STREET SIPE EDGE OF THE APRON TO THE REAR EDGE LOT 51ZE:.24ac-9 10,454 sq. ft. 4 416107 REV. PERMIT Oh i DELI IN'V3 1 KWW~'V"' ° E_ s W-W7R V, PI HnKUwT 2.) A MINIMUM ONE FOOT CLEARANCE SHALL 13E PROVIDED 13ETWEEN THE FLOOR 5L.A13 ELEVATION OF THER 13ASEMENT HOUSE 3,920sgft REV. PEWIT DRIVEWAY: 930 sq.ft. =227 REV. PEIWIT AND THE OUTSIDE TOP ELEVATION OF THE SANITARY SEWERLATERALATTHEFOUNDATION WALK : 260sgft. 3.) ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGHT-0F-WAY SHALL E>E BACKFILLEDACCORDING TO DECK : 555 sq. ft. CITY OF COLUMBU5 ITEM 912, COMPACTED GRANULAR BACKFILL, OR ITEM 304, AGGREAGATE BASE 4.) TREE PROTECTION AND 501L EROSION SHALL BE MAINTAINED DURING CONSTRUCTION, TOTAL: 5,695 sgft. °R't 5.) TRASH AND DEBRIS ASSOCIATED WITH CONSTRUCTION OF ALL STRUCTURES MUST BL CONTAINED ON THE 54.5% _ CONSTRUCTION 51TE INA STADLE AND SECURE ENCL05URE NO SMALLER THAN 10 CUL31C YAP-05 AT ALL TIMES yOCT22,20~7 6.}STREET55HALLBE KEPT CLEAN AND FREE OF MUD AND DEBRIS FROM CONSTRUCTION RELATED VEHICLES AT ALL 51TEINFORMATION; TIMES FEMAFLOODZONE X 7JBUILDING MATERIALS, DUMPSTERS,P0RT-A-JOHNS, ETC. MUST BE KEPT ON THE JOB 51TEAND NOTLOCATED IN THE { STREET PANEL: 39080801508 DATED: 09-27-91 i 9 s ' PAS GErt d 9. ~v •tiJ t { E., > L SITE PLAN 111 = 201-0It THESE DRAWINGS HAVE AMOVED PLANS MOST BE ON SEEN REVIEWED FOR AND SITE FOR ALL INSPECTIONS. SHALL COMPLY WITH THE 2006 EDITION OF THE RESIDENTIAL CODE OF OHIO AS AMENDED IEVV SET _IAL RECOR'." O`- 'REVIEW OCT 2 2DD7 SEE PLAN:S~ FOR NOTATIONS i "N APPROVED /C 2Wo;7 PERMIT NUMBER DIVOFs ILDINYc~~ Aj S DATE I~! R CVO REVI~6 d/'n DIV. F NEERIN DATE ApPROw , ca -0 7 µ •-;:r~ DIV. OF PLANNING (ZUhardG) DATE - a C COMPACTED GRANULAR BACKFILL ITEM 304 z " REQUIRED IN SANITARY LATERAL AND WATER SERVICE TRENCHES UNDER PAVED DRIVEWAY, u ; ~ Q 9 a u ~ I I I t r I I ONE STORY FRAME I I " i RESIDENCE ! < EVERGREEN LANDSCAPING 3 CAR GARAGE AROUND A/C UNITS - TYP. _ ? i I ,r 15.001 E 95 .96 951.30' EX. 952.40' EX. 953. O' 1 z 1(~ 1 RUN-OAF FLOW j ; It 955.13' n 956.5 9' 1... 53.00' Flaw FLOW 960. \f.C. 9:7 ~mr 953.5' -aim Y~ ° 36. i it LI i'I °n 220 f r i 959.92 w 1: 3 ONE STORY FRAME il. 2.0 RESIDENCE GARAGE N r u z 1 m Z a 01 3 1 c GARAGE FLOOR 1 W 0 II FIR5TFLOOR SEWER SERVICE LINE AT;963.95 m U 76 Y AT:966.28 3 ; it d ENTER ELEVATION: 953.15 1 _ f 22 00 J 4 1 D F F_ I I` 2.0 BASEMENT FLOOR Z AT:956.60 36.0• 0' 96 N 0 I ' Ju I = eW w ~uT i: 1. a T.o.B, 963.95 O I 1 85 1 rn AT:965.1h,,, 'L`~.w 4 rt. \ 96 .O'• 960. 3 - 3 Lk . J z 7.50 y4 0 '1 12.b~ 1.0 0 o,w 960.70 I- °Q W 3/4„ E 7 VVA S c 'aaa kL et 0 INE 1 a I a 16.5 27.33 WAY 9 1,1 FIRE HYDRAN EASElMENT ' IS 1 960,$7 ¢ 960.67 962.4 ~ 960.90' f e 1 5' BUILDING LIN 0 Y l SL0 E: .EASEMENT 1 i .lI l 1.33 1'SIDEWALK 1 1 EASEMENT l - 470 964 _ - yL'~ COPYRIGHT 1 i 1 . EfN = * ~ rtr° ' j • 961.33' i ~ mA 1 G~ A ID 9 `50' C=95 .O' 1 'BTO MAI 01 'EA6 MENT 9 1.90 i C`•~~ °v Asro I 7 4 - i.1 - I^ I I O O~ "SION: °6/29/0 PRELIM, 2 1 1 (y' 9/1/06 PERMIT - 9118106 REV. PERMIT ITE REV REVISION EXISTING ONE-STORY E r~lvc 10/10/06 S - ~ • - , , 4 41CV07 SITE RV ' FRAME HOUSE QRr WAY 4' 3 /6/07 REV. PERMIT ° HEREBY CERTIFY HAT THE 'DA+ua BY: GRADE ELEVATIONS SHOWN ON DMW m DATE `r GENERAL SITE NOTES: LorcoveRP,GE 1 Q THIS PLOT PLAN ARE THE p ~ APR. G, 2007 N "AS BUILT" SURVEY 1.) DRIVEWAY SLOPE SHALL NOTEXCEDD5%ASMEASURED FROM 5TREET5IDEEDGE OFTHEAPRON TOTHEREAR EDGE LOTSIZE:.24a.,.a 10,454 sq. ft j ~r RESULT OF A OF THE PEDESTRAIN WALKWAY. HOUSE: 3,920sqft 2.) A MINIMUM ONE FOOT CLEARANCE SHALL SE PROVIDED BETWEEN THE FLOOR 5LAB ELEVATION OF THER BASEMENT ' PERFORMED ON AND THE OUT51DE TOP ELEVATION OF THE SANITARY SEWER LATERAL AT THE FOUNDATION DRIVEWAY: 930s .ft. WALK s ft. 3.) ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGHT-OF-WAY SHALL DE13ACKFILLEPACCORDING TO DECK 585 sq. ft. t '~;`v r ,drt,• ' rV PAGE.: CITY OF COLUMBUS ITEM 912, COMPACTED GRANULAR BACKFILL, OR ITEM 304, AGGREAGATE BA5E I I TREE PROTECTION AND SOIL EP-05ION SHALL BE MAINTAINED DURING CONSTRUCTION. TOTAL: 5,695 sgft. - 5.) TRASH AND DEBRIS ASSOCIATED WITH CONSTRUCTION OF ALL STRUCTURES MUST BE CONTAINED ON THE 54.5% CONSTRUCTION 51TE IN A 5TABLE AND SECURE ENCL05UP-E NO SMALLER THAN 10 CUBIC YARDS AT ALL TIMES 6. STREETS SHALL BE KEPT CLEAN AND FREE OF MUD AND DEBRIS FROM CONSTRUCTION RELATED VEHICLES AT ALL SITE INFORMATION: ° TIMES SURVEYOR ORBUILDLRSIRF 7.)BUILDINGMATERIALS, DUMPSTER5,PORT-A-JOHNS,FTC. MUST BE KEPT ON THE JOB SITE AND NOT LOCATED IN THE FEMIAFLOODZONE: X STREET PANEL 39080801508 DATED: 09-27-91 SITE PLAN 111 = 201.011 106'-0" 2'-0" 46•_D" 22'_0" _ 36' 0 2'-0" 33'-11° 6,-2" g.-11.. 4 • w • i ¦ Q 3 4 0 wood coa 2'-0• O a - i.4 • `':1 - I Y.. r 171: V.., I:i.. l.• '.4 i ~ I .7' :i l.rii•l .i'_::Cf'L:,f>'ti„ i.L:l`+•'•:R.''S': ~:i' :1'1L^! ..J)'. 1:5:11:.: • 1 ~•:Xlt.: :~l'L:'Y3. ..i 1"l• •.i1':= ^ I- O vPC ¦ U 0 r---------- -i _ i r I I ¦ v, I x 1 I 1 I Iil - Ipl I1 ~ 0 + I I I I I i. I - 1 1 - I II I 's. U ti N I N I I I ifl Ir-1 I FND W LL ITH MIN. 71'-2:m' j I 16" WID x "T LL FOOTING I fbt I j C• y', - {n MIN. 36 B LO GRADE I I 1 I,• 1 I ~ rafWIO%22DROPPED I WIOX22 DROPPED d• I I - - + i t I 1 1 I WIOX22DRDPPED V.." 0 I J I --J NOTE OVERHANG OF FLOOR ABOVE .P ¦ 1 I PROVIDE BEAM _ I i I POCKET •'fYP. p - O I I 15'-2' 14'-812• 15'-01re• ~ I H - I I I 0 I 1 0 tq a I I I - I 'Li 0 I ill I 0 jr•I W ; I i l L---_?~ I 1 I e; I 3'-0"w3'-0"x12"THICK u ON .PAD J !1j, F 2 w/(4) #5 REBAR IN EACH DIRE ON I Z Q I 18"a5 NO B 11. I X.-THICK CONC. PAD MIN. it: I NOTE: DEPRESS FOUNDATION WALL ' 36 B LO GRADE I n w/(4) #5 REBARIN EACH DIRECTION W } I1: L-- 3'-6"x3'-6"%72'THICK CONC. PAP I.... ,v ,.::e.,••,:• "irl•.••; •;y. +}•;'L': Ai OVERHEAD GARAGE DOORS - N- 6" U y I • (4) #5 REBAR IN - I EACH DIRECTION v.._.n: y.''.,_. ..v'Lv:,«.i ::v°•%_. L 0 K IY (1 OF 6) w/ ..I _0 V-8 FINISH FLOOR OVER I; I I I N I• r W N _____~__y_---------- 0 I I 4"CONCRETE SLAB I I I I / + I':1 VI50UEEN V.13, OVER 0 I"•1 I''1 I' 1 _OI ry I OVER 4"FILL 2' 'I - I f 1 ~ jz i. I I ;I I- 0 i_..! 0 a m m I ffl i~;l I I m I 1 I a4 DOWELSXtB°LONC A "O[ E AT n - I L-- IN~ FULL HT'OFJDDN WALL Fa I6 36'-0" 2'-p..-~" t. 0 a~0 N 12"a 50 40- UB I v 1 r- I Z m MIN 36 B LO GRADE I I -----'-J e+. 0- 9 IOF2 ry I WIOX22°LUGH 1 -__I WIOX22FLU5H r------ I y Q - - - - 1 I r < _J T.6 6 IO" -4.. 51_1" q"- g._g. 'J 1 6+B ::I Y B"WIDE13Y26"TALL 16°X 16'X 36"CONC. KJ { a `+I I I CONC. WALL UNDER WALL FOOTINGS 0< "t 0 N I ,_glrr I4'-3° 3'-6" I 1 5TOOP AND STAIRS UNDER COLUMN BASE AZ .v' P w iX I 3'-6"x3'-6'x12"THICK CONC. PAD O I I I 0 I I D ! m w/(4) 45 REBAR IN EACH DIRECTION I" I N LL s N _-1 ftI N N IS' I I~ I I I 0 x yi ry K 1 I ii I 2T COPYRIGHT bJ B i i I 3" - ~~~rfla~~msNG v I L I mr k°:q°e.~ (2j2 12 I ti I i --'I"'-------- WIO%22 FLUSH _ L------------------------------------------------------ I.I I I J I I m n-9 ¦ •.It .'xl • xeAm ..vu;i(•.x^.;:j<f•:;;:1•• ~!d;x.,,b:..; u.• fYl:.ryl1>.:pi4::.' ~ 1 r• I I I 1•'I NOTE: PROVIDE BAC -U GENERATOR I I A~Cj';'i 47 ¦ I ; I •c- r1 a 1. y RWSION A55EL D5YOWNER I 111 I ,,y 6129106 PRELIM. I ,4 I I r / i 9/1106 PERMIT I I I L li 9/1 N06 REV. PERMIT 4 ;(I, r RF ;2' gpg/06 REVISION S, r en All Mechanical Units I j j j r 1 1 °1 7t. 10/10106 SITE REV d• 41GW REV F G PUBLIC R;O,W. I I I I I J h d t - .PERMIT (i, t11 I I 13; I' 4~ w l m ¦ p~ ~~~yrY11 "ON I I I I I ) m DRAWN BY : I I I II -W. IMTf: 1 i I 1 I i I • „t..;. ~ yx:•'` APR. 6, 2007 L____________________________________________________________________`__--_________---___ ?I I :'.•11:' ~:FJI! ::CI::'.itSC I' ~::lM :::S: F:({.':.yl _t_Y, ::}(41: tlf::..(I;' . I::f:•• t,:a_ I t mom. ___________________________________________________________________________________________J PAGL¦: FOUNDATION PLAN 1/811 = 11_011 ( I _ ONE STORY FRAME I( 4 RESIDENCE EVERGREEN LANDSCAPING 3 CAR GARAGE it 1 } ^ , . 'o I AR UNDA/C UNITS - TYP. 15.00 F I 1.1 95 .96 _ 0 3 951.30' EX. 952.40' EX. ' 953. O' I 9 RUN-O F FLOW j -11 o K 1 95513' Fl 956.56' .4 gjN 34• FLOW .c'~ . 96 r T.C. 959 7P Q) 21 ! N y _ ? hut} 953.5 9 5.63 - 957.06 959.41 _ 11k , a ~I ppp~~~rrr i 96.0 N 36.0 21.0 / s rG1 959.92 ° ONE STORY FRAME GARAG 2-0 RESIDENCE E N °E 6 0 13 °o GARAGE FLOOk : p FIRBTFL00R SEWER SERVICE LINE AT-963.95 m ' 31 3 < s.r . YAf11 ;ELL AT:.966.28 ENTER ELEVATION O E3.15 (`I rr 60 r,• D I 1'U BASEMENTFLOOR AT:956.60 ~n a 36.0,. Z 96 0 i1 WIL -OUT GP.F~DE JL~ v `ni I f w 3 b r N T.O.B. UR?~ 963.95. 3 W 0 AT:965.1 y 96 .OI B 960. 3' u z 1.o zso U} ? 960.70 Z a c F FINIS EDGKA>E .3i4- W AT:964.6 .ao 7•' RUNE O y ( 16.5 27.33 Q1.1 FIRE HYDRAN W EASEMENT "~I} D VEWAY , 960.87 g60.6T X az 962.4 / - 960.90' o 5 BULDING LIN L. EASEMENT r T SIDEWALK 0 133 I t \ I EA5EMENT - r j 47.0 I _ w, 964 I1 + ; J, 969.1. - F ; - 11 c.- f - 1 P r 9 .50' E C = 955.0' 1 ' 9-ro7k4 MAIM;' J 0 ~3cME° NT 9Cz1.90' t mechanical units / ~ Scroen Al a----- N u. FROM PUBLIC I£O.W, t J r' T 1_ / PROVED PLANS MUST B~ ON GCPYR GHT - - - ` I _ amw~owy~sconr~swc CALL PLANNING DIVISION s ITE FOR ALL INSPECTIONS., EXISTING ONE-STORY E rwc i 01 FRAME HOUSE °Rr'' wAY; i A REVISION 6!19106 PRELIM. GENERAL SITE NOTES: W1106 PERMIT ."s` k„ le 6 srr~i r LOT COVERAGE: y,- " a J c 0/!9166 REVISR]N _ ''J 71011WOG NiE REV 1.) DRIVEWAY SLOPE SHALL NOT EXCEDD 8%A5 MEASURED FROM STREET SIDE EDGE OF THE APRON TO THE REAR EDGE LOT SIZE: 24 acre. 10,454 s4 ft. 4 11W77 REV. PERMIT OF THE PEDESTRAIN WALKWAY. HOU5E; 3,920 s .ft. _ ` sy v~, Et s suzn,kn~, rrun~nalewi 2.) A MINIMUM ONE FOOT CLEARANCE SHALL 8E PROVIDED BETWEEN THE FLOOR SLAB ELEVATION OF THEP, 8A5EMENT q 0 `6-v"mi atv. RlAmrt ' p -3. acv. VLWIT AND THEOUT5IDETOPELEVATION OFTHESANITARY SEWER LATERAL ATTHEFOUNDATIOrd DRIVEWAY; 930 sgft. r 3. ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO DECK WALK 260 555 sq.eq.ftft. . CITY OFCOLUM8U5ITEM 912,COMPACTED GRANULAR BAGKFILL,ORITEM 304,AGGREAGfiTE 8A5E y 4.) TREE PROTECTION AND SOIL ER05ION SHALL 8E MAINTAINED DURING CONSTRUCTION. TOTAL: 5,695 sq.ft. I) ~1 olamN sr: ~•j `g-. F~" o^'E 5.) TRASH AND DEBRI5 A550CIATED WITH CONSTRUCTION OF ALL 5TRUCTURES MU 5T DE CONTAINED ON THE 54.57. C0N5TRUCTI0N5ITEINA5TABLEAND5ECUREENCLO5URENO5MALL ERTHAN 1000BICYARDSATALLTIMES 6.) STREETS SHALL 15E KEPT CLEAN AND FREE OF MUD AND DEBRI5 FROM CONSTRUCTION RELATED VEHICLES AT ALL OCT 22, 2007 p e r y 511E INFORMATION: 0 TIMES SIRE LDING MATERIALS, DUMPSYERS, PORT-A-JOHNS, ETC. MUST 8E KEPT ON THE J08 SITE AND NOT LOCATED IN THE FEMA FLOOD ZONE: X C ET PANELS: 39080801508 V STRE DATED: 09-27-91 PAGE: ' f K~-Yip SITE PLAN 111 = 20'-Olr I m a r y V E • Q 0 0 u . J Z o lJ I i_....-! I . _h-..... . . . ..J.12 I 1 y6 Y~?.1... - I 6 Y I I I II I I - Yv( ..e DECORATIVE CEDAR BRACKETS 1 x 12 FRIEZE DOAR0 PAINTED 1x7 m ir~l:rr RECE55 PANEL D 5T F 5TI1000 n W w 3 Z : zi - t om . - - II - Do " ~L.. II _ T ` - u W - - - - - - - - - - - - - - - r "-.IDS C' / W x ~ r l~'~= y - Ltaz 7 7m ~ I r L XV I, r_ o RETU STONE 2'-0" ARO GO ER 0 ALL v t.._,.......,.--w..~_.~ AFRO ND ®.m..- - - _ _ _L~ r Q Q :.»r~xara:vat - _ _ ~Y m COPYRIGHT SfLffW FAc~ I CaC o SION REV (1/29/o6 PRELIM. -r~ ~CIGK pA1'I' GHQ 911136 PERMIT ;1 6 ftEV Pt~R CAS7 . pl or'ynr REVISION TIU/1 WIM SITE SITE REV ~~`I"r ~r.•~~7/-~y~ s R 1/6/U7 REV. ` \ 5 S'SN]AEV. i RfV.(TWIT 9r1Lm] lVllknlli , a ;1 1d1ElU1PiEV. PI W 1` M140 L ~ ry T'` ,.1 l n m DMIN 11: D'TEr T OCT 22, 2007 G. { et ..7?~ 1 n,rt . PAGE.: tr ~ F r~ n I I ~:sr: m • WEST ELEVATION 1/8" = 11.011 3 A-301 A-301 106'-0" ¦ w 14,-9" 8'-5" 10•-6. 3'-q,. 3.m° 5._g„ 6._2„ g,_q.. 7,_6. 1g.-O,. A-301 - r 1 E Q _ _ • ~ T_.-_- - E _-_~.~_v_____. _ 0 C3 - - 0 i 2.2 UL 2.2 G 2.3 '32x10 2'3 4 F F PROVIDE SHELVING PROVIDE WALL MOUNTED " 60.5 ¦ V 0 N ! GAS 3.0 WWW GA55PACE HEATER Q `d H. i N 1 N Lj x I u1 u 16 -I" 3vz' '-Pm F~, 15'-9xr• p06/ G U6E 518" F.C. APE "K" DR ALL 5 17- 10 18 ON COMMON WALLS aCEI ING WOOD DI ING ROOM 0 CLOSET N a wcpD I M o u'Ei U E m N GUEST BED 00 ATTIC ACE55 It Q 2.2 CARPET " HROO l7 MIN-22"n 30' Ill n n n n n m TILE a Ilx II n' ! II U 3.0 II N II II I GARAGE _ II N N u II +a N; " R 0 1.2 1 W 'J I I I I I I I I V I I I h O ~f~\i 4" CONCRETE SLAB wI W.W.F. I % p8 4 COMPACT FILL m II 1, It II II p 0 109 0 K :J AZERDOUSaIAZING I II '~I~ II fl li II -III V SN ' URN 0: i N It ARCI~~D OPENI~G Ir - SMO KE C LO AI RET E DETECTOR D CiL ASE II :n I 3.0 II 11 N It 1 n 1 it alrx - e'er LINEN, a r - Hac II II 1~(6"HIGH 4{ ARDRA14 -107 F.P.H i! 3q"HIGH HWDRAIL, YP N 05 .B. i . II II II 5EE 5T#y1R SECfl0,lll, II . i R 1/4' f \ g'r vabws T____________ ______________1 f__________l R` .J ! I 3.2` 3'-0"31z v'4•-1^ 1 II II II EIHEFTA301 GRE4 II - r 7 I 1 I I I r II IR00M N N II II 110 I I I I 1 A a N N N u O, N 7 T - H I I 1 u -1?F.1 11 (2) 2X 6 16 WOOD (r-n- E! !I II - I POST ABOVE I W I m /r I r 1 A 11 II II II 11 II a 5 I A-301 II CARSON; OKE I II II 104 N I 1 I I 3 II II 11 II II II EI I x w L MONO%IPF to I I ! 0 4R u 1 f I ' PREFAB FIRyyEPLACE(~ 1•CNFLTR: 11 EI I I I I 1 II 1 I z 1 IN DE CTOy B-;ABEL DOOR F- i K J ' 115 GL5zJNG I II I I DECORATIVE~DETEGTORI-1 I 1''' 1 T.B.D. II II II II II II wl l 302 171 WOAD DE? iN I )I 1 I I I I ql ` Z Q I II II II II II I I 12 PROVIDE I~IMIN. II II II II II FI I (3)2,12 W h. .0 NON-COMBNSTIBLE HRARTH it 11 II II ~I = I I I API V ? CLEARANCFIAT PRE-FPBRICATER EI It 11 T $ (3 x 12 Z3 1 @D I As, 22 FIREPLACEll1YP. D U U dl lFLUSNTN CE IN 1 T - r y I 2.3 103 I (3)2x12 W L T '-f PROVIDE B"MIN. ' I gzOYER O N I NON-COMBUSTIBLE CLEARANCE 102 _ _ _ _ _ _ _ 9 0 O WN' AT 51DE50F PRE-FABRICATED 111 $1 I (JOD I Ill _ _ _ _ 1 1 ^ t. VIII 2x6STUD ALLL 2,4 1'. 1 FIREPLACE AP. CPA' O I 2 . : dli[AB01'E 101 1 I ' (If PROVIDE 2 MIN CLEARANCE 71 f, 113 i I 3'- 8'-0 1 FROM PRF-FABRICATED 112 ARQHI OPEI NO 5 D D W 6 TE µ~pLK y" 5 0 N FIREPLACE TO FRAMING t• I N I Q A301 f 6 e,-5,. 6' 0.. 4 III BEA ~ilV a p 2. O 4 g-O•n g.-0• 31, P-7,a O I ARCHED OPENING 3>n' 1 6" i 3)2x10 C x'' S 9 2 2'-0" 9'-2" 3'-0" t I N NI, n ml _ + 3 N F.P.H. 0 Q 253/4'WIOEx 10" TALL % 60 'f N L` 2. " 1 iRAN50M DEN N 36'-0" f O A 01 p WOOD 1 0 II - 6 13:_3, ro ' 8'-t:rz• 0 - 1 i'7 D n N '~~3vz x j 1.1.1 5 ~ N /Y I f1 Q 114 0 N ¦ \ O A 1 1 k ! 0 J 4 0 A 30 ETECTOR A 30L f 3 SE•~O N RO y 2T a° 1 ¦ ' TILE 253/4"WIDE. 16"TALL 1B-B' 1011 E { TRANSOM OPYRIGHl - m 23 N ~m won la ' 0 ~ x Ka) .2 iAd 1.17. ,11 1}1 1, ' ..flw.~pw I 3.0 2 ~ 20' 14'-T 12.-0. 1 pN. . ~m 2.31 2'-e 8 0~) ~yv'.L 3V `r. (SIGN: ( ¦ CASED OPENING rv T17 PROVIDE 10" HIGH WALL 4r!9Pofi PRELIf¢I. 1'-11• 2,_7. 7,_5„ ...7 I 0/1106 PERMIV. _ WI7H1'-0'TRAN50M ON PECK . y I i J BOG R 0 a 1 I m I MASTER BE ROOM c - ' WOOD BENCH TOP I,• "I , 3~wi ofi sielp~v r t 4 VWp REV PEIWIT N CARPET SMOKE l9 _ I N NOTE; WOOD TYPE AND FINISH 4: MASTER ! Ix 0 DETECTOR'- PER DESIGNER :5 SI190RREV. PUR.ITICUM a It) - N N 6 I~ CLOSET DRESS NG - „ U 2/11u:. Rw. PERWT RP O 3'-D"xg'_O: CA : LASED OPENING R_____ TEMPERED GLA55' ( ~y n q NI 1 WITH I'-O" --I ATTIC ALE55 ; WINDOWS OVER TUB, AP. v OPAWN pY: ¦ { Tb` LJ I `l I MIN. 22"x3 MASTER 0' 1 1 I I 6ATHRQO ' 2.31 DA Ip. , I \~I TILE, ! V 0 PROVIDE DRAWERS BENEATH \1 n AUG 22, 207 BUILT IN BENCH \I' 4 } \ 0 ¦ - - - - --Q - - - - I raGEt 7'-10' 2' T 6 - 1'-4 20-IONZ 46 -11 ®y~ ¦ 60 106'-0" A-301 STRUCTURAL LUMBER STRUCTURAL NOTES 1. MATERIALS: I. THE STRUCTURE HAS BEEN PF51CNECI FOR THE FOLLOWING LIVE LOADS: FIRST FLOOR PLAN 1/OII _ 11.011 I . w U I- a s r 0 0 _ c i = O ~ 3 . H .I' . e. I~ i I - : fi I. : I r a y. w W s; 3 D U ~ z • r, Z W F r E E G E - T , ^ • , r... a.. 1. - , , v : v r f' % QJ F v • K _ v ' Y 1'• l.. _ a 1 I y. , Q y` Q 31 •t ' J 1 : t. , -T - +-I gEn/e •folve,'',^_y," E L nI Lie^ r - - - - - -----___-'a E%P05ED BASEME NT W111_ TO f30170M OF FOOTING ?Tw ~ COPYRIGHT L-____-_____-___-__----- mew., I n mw REVISION : 6129/06 PRELIM 9/1/06 PERMIT 9/18/o6 xtv. vff 9",9f16 RFVBIUN ..y-E'^'~• „v ~1017UNG SITE RFV 4 4161.1 REV. PERMIT } ~511510FREV, PF.NMITICLIENT i J l`: y' , C/~"•J ~e yl, L&12101 REV. PERMIT . F DMV^ BY G AUG 22, 2007 aw,'~1 y PAGE lane 1 p .o~a,I ` I I I EAST-SIDE ELEVATION 1/811 _ 1I_0II • T. T N - U- k a t.. 9 { Q s 4e- 4 Z T~ v, BARREL SHAPE ROOF `n OVER FRONT DOOR ROUGH SAWN BRACKET SUPPORTS ROOF OVERHANG - - 12 - U _ 6 30YR:DIMENSIONAL ASPHALT 12 12 ~I..... n SHINGLE ROOF 240 LB5/50.FT, MAX. EXPOSURE 5 5/8 QE ED WOOD W "GERTAINTEED"-WEATHER _ I I u DECORATIVE CEDAR BRACKETS OR SIM. r. -Jl Z ( Q 'o- w LL _ ~LI I _LL __~~J 1 1 _E I _ ? X1'6 ~ _ a ~ W 2 X 6 CUT TO KEYSTONE SHAPE - PAINTED I:, (^I I MOO 1/2" PLYWOOD PANEL - PAINTED ~!I = 2X2TRIM-PAINTED r o a c ,pia ! IX 5MOOTHTKIM-PAINTED STUCCO !I a: STUCCO F CHISELED STONE WATER TABLE SILL Z- Q ' BUILT-UP5TUCC05ILL IL 11 101 FIiZ5TFL0OF _ 7. D .mss- _ TF-r _ - m STUCCO - RECESS PANEL _ _J COPYR.IGHT m Tma ,m /y\ L.,....._:. CENTURIAN"MANUfiSTONEVENEER , - - _-.I{ ~I ( II ~h I MAHOGONY STAINED WOOD DOOR ! a te. 4--jL I ~ I 14 mom. 1 I LIDO/116 PRfIM. j I I I W1/0b PERMII ?I 110, -NN PFRMIT RLViNIN I _3 ~1011w1)V .IIE REV 9 416107 REV. I'I:RMII I I 1 _ _ , r PERMITA Lr_ r-~-~ r r ai r , r r. LL______________________ _ ®7 ln2;o71V~wR rPEMAIT L-------------------------------------------------------------------- ,r~;.k m DMWN AY DA-FE: ' r OCT 22, 2007 r „ n '4g a~a; I,. i I o r I I ' ~t36 is DOE' SOUTH ELEVATib(;~ .1611=11_011 = N ~ I I, 13. 'a II r ! ' • a o 1 OONESTORYFRAME II EI. o (~+\tS I RESIDENCE 3 CAR GARAGE !1 +'y ; c~~~ ~yo I I ARORNRA/CUNITDS -TYFp.G ?z r.l•1. • U 15.00 E65 .90 'r 0 N- 951.30' EX. j;7 953. 0' RU F FLOW c 4 p 34•1 955.13' n 0956.561 40 G anti v ' 0 53.00' F ow T .C. 59.71 Na~ 57L9OW 59. i 117 i ~ r . P I I 46.0 36.0 a } : c 220 I 'I oEa~' 2.0 GARAGE ONE STORY FRAME 959.92 , y 6'40ry RESIDENCE o GARAGE FLOOR R~ p FIF:STFLOOR SEWER SERVICE LINE Ai:964.17 m Y it ~LL f AT;966.28 _ ENTER ELEVATION: 953.15 I 3 / ,S`••' 3 79 2.0 EASEMENT FLOOR T~DO I D_ F AT:956.60 %~n 36.0 I r Z C 96 r 0 w L burcRADF- N T.D.E. 964.1, 1 e 3661 AT:965.16 ~S r 96 .0' 960.3 3 W ; .4 r: t~At V i a " o zso a o s' 1 s O z 111 a m qw, All 960.70 2 ~,I I ^ FINIC71EDGRADE a p m wA W < AT:9 6 m i RUNE I,t?, y 0 v._- ~ rC EASET 165 27.33 FIRE HYDRAN W ~x Iv1EN y} N +7 5LO7E11.1% 960.87 It 'i° / ; z 1 \ N DRIVEW 963.34' ; 96134' 960.67 960.90' ' 0 h F Sy y 1. I I 1'5IDEWALK e Q 4 1.33 0 m EASEMENT e 1 ~ a7n : 964.6 - ' I~ x 11 } - F a 1~1 961.33 Q a - - I 5'13UILDING LINE 3 1} m 9 $.6 t EA5EMENT j 0 9 9,50' ~C=95 .0' 1 '570MAI~ 1 'EA5 ME EN7 1960-901 ,a , c L e - g ; 4. corrRlcPlr EXISTING ONE-STORY E) TING m FRAME HOUSE gat rWAY REVISION : GENERAL SITE NOTES: U29/06 PRELIM. 9/1106 PERMIT 91 u6 RFO. PERFIT LOT COVERAGE: , RC0106 REVISION 1.) DRIVEWAY SLOPE SHALL NOT EXCEDD 5% AS M EA5 U RED FROM STREET 51 PE EDGE OF THE APRON TO THE REAR EDGE LOTSIZE:.24ao- 10,454 sq. ft. LOT SIZE.24a-es=10,454sq. ft. =,10/10/06 SITE REV OF THE PEDESTRAIN WALKWAY. 4 4/6/07 REV. PERMIT s vavmRLV: nR.1TXLJ mrcemiTlcu[ 1 2.)AMINIMUM ONEFOOT CLEARANCE SHALL BEPROVIDED BETWEENTHEFLOOR SLABELEVATION OFTHERBASEMEN7 HOUSE: 3,920 s%ft. HOUSE: 3,920 sgft. Ba 07 REV.PLRMIT AND THE OUTSIDE TOP ELEVATION OF THESANITARY5EWERLATEW+LATTHEFOUNDATION DRIVEWAY: 930sgf , DRIVEWAY: 105Usgft. ,,7 JW2- REV.PL-IT 3. ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO WALK : 260 sq. ft. WALK : 260 sq. ft. ,9:/110 REV. PPRmn DECK 1 565 sq. ft. DECK 585 sq. ft. I CITYOFCOLUMBU51TEM912, COMPACTED GRANULAR BACKFILL,OF, ITEM 304,AGGREAGATEBA5E 4.) TREE PROTECTION AND SOIL EROSION SHALL BE MAINTAINED DURING CONSTRUCTION. TOTAL: 5,695 sgft. TOTAL: 5,815 sgft ` .~'7 C r u oRnwN e4/ 5.) TRASH AND DEBRIS A550CIATED WITH CONSTRUCTION OF ALL STRUCTURES MUST BE CONTAINED ON THE 54.5% 55.6% w10, CON5TRUCTION SITE IN A 5TABLE AND SECURE ENCLOSURE NO SMALLER THAN 10 CUBIC YARD5 AT ALL TIMES 6.) STREETS SHALL BE KEPT CLEAN AND FREE OFMUDANDDEBRI5FROM CONSTRUCTION RELATED VEHICLES ATALL SITE INFORMATION: DEC 27, 2007 TIMES ! E~i y u ` E FEMAFLOODZONE X V w 's e~~a STREET ING MATERIALS, DUMPSTERS,PORT-A-JOHNS, ETC. MUST BE KEPT ON THE JOB SITE AND NOT LOCATED IN THE PANEL A: 39080801505 f I fy I I DATED: 09-27-91 I' Q pI ° L ,'J a.r T , w.+ ? Y f q r. , ' C. r!e e~ 1 SITE PLAN 111 = 2.I-o" ,y 2 + VI-. _ o Pr,wrEn • s • rT1' h WOOD {RIM - rr 1'. Oil E I o _ - ceo AR BRALK i9 E t BU W"- TUCCO 4 , -.LE r c, E URN --0- L VENEER 2' 2-O' .r„ I' ':i~•• F R IR51FL00 r` - r.t-'z_. ..r•~ ..+t. +.4-1.•'r- .,,t+~ .r-+ :.ti: «.'•i_a:. .i.y_,.:~:.r:1::r-i.:+,•p'~~;(;':'^:=:;,` ^il.'+r -r-:-,+• - •-'„1 . •.v r r 0•(96. c G F R, - - - ARAGE L - -i . r, y~ 0" 9624 I 1 t,~r J:.S 3 V f' z L.. ry;: A!'' y C Z % +^e Q 1 ' W ~I u C, M.w' iGN OnR- 6 WnLL E t t rr w_. m . a~•,..r rv..:: LOWER LEVEL Y '~~r+•y--qrt....:;.•. ^F .:.`;T .`li :l7'•T,V'- ~ -9-0114'I951.IJW W r. Wit,, r::.:, .l• '.t ..^":F" _ YM - Q ,•~yeyquar.7es:~,:- -7 cy r • ~ az: • ~ ~ -RETAINING WALL , 3 r K ' -POSED BASEMENT WALL TO - - - - - - - - : - BOTTOMOFFOOTING QD a a a ''I E m B COPYRIGHT nEBOn, ~vm knISK)N : 61391b6 PRELIM. 911/06 PERMIT I1tEP.PFRMIf 9/29/06 REVISION 10/10106 SITE REV ,4'.4/6107 REV-PERMIT R' sns/WRLV: PERMILCUENIPERMI xuErv1 F VIvO] i reRMII /l''i R&,PERMQ 1-7/0 Rev. P(AMR E' D. Br: M ' wn: /r l eiv h / 1` F f DEC 27, 2007 6 [ . h f PAGE III 111 d C~~o~ 7P ( F.v, 7 `:n 1 ~ C.ti v l +4.a o- ~l~© ~ P 6 6~~¦ II EAST ELEVATION 111 = 101_011 171 S[F OUJNER V" III I Ak UAl : 1 r 2 COMPACT CD GRANULAR BACKFILL ITEM 304 ED 1,y f.3 REQUIRED IN SANITARY LATERAL AND WATER S iE6 OR al, L apPuCA E ola,~~~,~TS F« , z o SERVICE TRENCHES UNDER PAVED DRIVEWAY DEU RESrRIL'fo'. REOuIEu By rilLE. f n r 'A,~ Y zo I s = o < a~ 3~ Jf' q;' s wUw~ J_1 G U.¢v°, OC c7 r'y J z a 4~ 1 G a 7. UJI li CL In y ZOO i.F1 •d'"L~~y t"f = 0 K LA. c:I C Qty I i.O ~ I (~9 ~ ~r '"~,~i~~'J.C,~`~ - r. N C U). 2 EVERGREEN LANDSCAPING 1 : -j AROUND A/C UNITS - TYP, f I,•.•! 'n CL) O. ro 0 15, 0 0 953.00' cu cc 951.30' EX. 952.40' EX 953.60' I ~'~`1 t D -j r _ 955n 5 6.56' 958.9' 960.0 M a U r 9 F ow T.C. 955:7 ~ Nm } 955.63 r ° ? 36.0 I L JQ 46.0 W 22.0 / r n n ONE STORY FRAME 9 59.9 2 W ; m a l 'A RESIDENCE GARAGE m _ Z REA GARAGE FLOOR 1 m W E- EN2 FIR5T FLOOR SEWER SERVICE LINE AT:962.4 II I: U YARD AT:964.08 70 ? Q III ENTER ELEVATION 95315 I . _ t < 20 BASEMENT FLOOR 2200 9 0 (I 11 Z K 96 CW, (Il ~Z AT:954.38 1-0 0 9., _jM1,. r 4p,' 36.0 I, ; C^ ^ W a P r.o.e. 962.4 z•, Q 0 o 1~ 0 ~ 3 o vv 0 ~ °r V 1.0 7.50 Ln oP w Y' Ro.W, 960.70 o~ Q N H sm FINISHED GRADE a I AT:9624' ° ..o r>• 4 wq kLINI «I V p Q 0 <a rn C I WALK~0 0FAq CL (j) (r _ AT: FASE~(ENT' 12 14, L,i~ 16.5 2733 D WAY 9 X1.11 960.87' FIRE HYDRAN 0 3 i Ap 0 960.67' Cy Eli ~ ~ ~ ac c- a CQ 953.88' m c 961.8' y~y O I J Ll? A. • t ! ~ ~ I 5'BUILDINGLIN 960.90' V LL /,y~~ t i ( ~-Y SLO .;5% EASEMENT o ^ J a U o 1.33 Q I 1'5IDEWALK AL U ' 47,0 960.27 i EASEMENT 0 L 957.31 ,`t 0 I COPYRIGHT o w 961.33' " pro" FLOW. tl- } 956.48 959.44 NOTE:N PA INGTH SIDE 4,••w ' OF STRE TA DE51G ATED $ 1 (L 4i 953.50' X 961.90' 15YTHE MY PU31- 18" STOR MAlN f0' FA5 MENT qr EXISTWG G6. Q 132-.90' SEWER5ERVICE L E F•+ 9: N i TC . 961.8' I , TIC c 955.0' Q N E.0.5 ELEVATION; 1.9 W - • t' 1 a 1....,...._.....,.__. ,...I 0 La <4MREVISION: A ,A W.^9Po6 PRELIM. 1 ; N Q 9/1/06 PERMIT 1 OF 2 REQUIRED FR NT w Q YARD TREE - TO MA CH LA. ° , 91,8/06 REV, PERMIT STREET TREES - TYP. P'- ~ ZE F GENERAL 517E NOTES: ce c LOTCOVERAGE: W c e1C i 2m tJ.u+ 1.) DRIVEWAY SLOPE SHALL NOT EXCEDD 5% AS MEASURED FROM STREET BIDE EDGE OF THE APRON TO THE REAR EDGE LOT 5IZE:.24 -S 10,454 sq. ft. V s ® Q w OF THE PEDESTRAIN WALKWAY. W 9 oanwrv av: 2.) A MINIMUM ONE FOOT CLEARANCE SHALL BE PROVIDED BETWEEN THE FLOOR SLAB ELEVATION OF THEIR BASEMENT HOUSE: 3,920 sq.ft. ,,,J LA- ,FACES AND THE OUTSIDE TOP ELEVATION OF THE SANITARY SEWER LATERAL AT THE FOUNDATION DRIVEWAY: 930sgft. C> a. m a~rz: 260s .ft. 3.)ALLUTILIIYTRENCHESUNDERpAVEDSUANDWITHINRIGHT-OF-WAY SHALL DIEBACKFILLEDACCORDING To WALK DECK 26555 0 q. ft. p SEPT18,2006 CITY OFCOLUMBU5ITEM 912,COMPACTED GRANULARBACKFILL,ORITEM 304,AGGKEAGATEBA5E = ~ EFE 4.) TREE PROTECTION AND SOIL EROSION SHALL BE MAINTAINED DURING CONSTRUCTION. TOTAL: 5,695 sq.ft. ~ d. E.o = O • 5J TRASH AND DEER S ASSOCIATED WITH CONSTRUCTION OF ALL STRUCTURES MUST BE CONTAINED ON THE 54.5% = N CONSTRUCTION SITE INA 5TA13LE AND SECURE ENCLOSURE NO SMALLER THAN 10 CUBIC YARDS ATALL TIMES = oC t 6.METREETSSHALLDEKEPTCLEANANDFREEOFMUDANDDEBRI5FROMCONSTRUCTIONRELATEDVEHICLESATALL W PAGE SlrewFORMAnoN: Q; I I 7.)13UILDING MATERIALS, DUMPSTERS, PORT-A-JOHNS, ETC. MUST BE KEPT ON THE JOB SITE AND NOT LOCATED IN THE FEMA FLOOD ZONE: X PANEL B: 39080801508 STREET DATED: 09-27-91 :,a?r'+'• SITE PLAN 111 = 201-011 97 - ter- 966.5 9 \ \ i 9 4 x 0\\ / T.C: \ (0 ~ ' .961 90 ~ - - x r ? v ' ` \ • r 97f,56 to ° J •~i m Ex. \ \ \ 96J ~ 961.90 3. 971.87 Ex. rre~ Protection Fence 97.5 \ 74.77 X \ / \ ~ '96,so (TO BE MAINTAINED WITH ~ ~t. THIS` PRWECT) / 974.21 J I Q \ / P 974.29 N V '1 X 962.0() 4. 9F r~1`1 O EX. ` Ex. CID I 8' Bike 964.1 Ex..._ X 963 Path vw ° 70.69 25 rn Sf/h. ` _ -Q+ r 97,?.5 N :'t s •Q / I of t n/ v rrt ~ ~ 0 ass ~1 3 ~ ;I-/,Av' m 4 ,1 /ice 9+ / T.C. 973.00 100: G1 0 ° 73.24 I m W k 96 96 9S~ A i.C. T.C. D ~s s •19 1 71.7 1 966 (3 .6 9 9 T.C. a 1/ _i 15 8„ Son. 9 19 \ 1 ~~ti r ; 97b5 .3 66.79 70.92 68.94 5.04 O ~ 967 9 + 945--- 5 N 9 96 oj. b `992 cl 50, VG s7.1 968.94 967.0 9 6.79 t : o' Fk Exs 972.19 00 .2 71.20 .4 9.04 1 ` 1 71.90 8"S Off, .8 1 971.96 971.78 W. Q ocl- 10 o ° 968.16 96ss e 96 s l 9 'C 950.3 a.oo e, T.C. 6Q 'y r / s \ ° Sg T' 0 9~ 4 F.G. m o 959.96 A J I.C. o } ; 964.50 I \ 955. 970: 4 971.00 m~959.75 8,.+ 63.25 X F G. TIC. T95+,~? FG• 971.5 965.5 8" Son. IN.' 0. 963.0 j(ss~.oo saso s0.70 960.80 so. T Ses '>oC~~~/i'/ m 12 ~ '89 PLACE a~ St117. ° 960. 960.40 60.40 t 0 3 12 11`'l FG. .G. Stn7. 4 ~s ~Ip 3 T.C. 2___i_ f w 957. T.C. o 95k.36 1 n~ 1 1 972.7 972.5 64. 9 \ 9 L00 F. G. ® 12„ Std 1 55.87 4 954.0 _ of 11 61 8 Bike Bath 961.2 r.C. 12 Stm• ' .0. 964.0 ~~1~ X 162.0 I N l I I I I P191I I,I I it Ex. k ^ h W i. O l cy, 965.0 a" s 1 1 1 I, `1 957.17 W. 0. F. 3 FG. V. 4tI 9 17 III 9 57,91 i 957.0 954.1 .-1T111 IIII N. //-7/ \ 952- _ iEx. Tree Protection Fenc' e I o BE MAINTAINED WITH t 955 THIS PROJECT) 959.30 m o 950 FG. FG. ova n n % III 1, 1 1 1 l~ ii~~.'• NP fill 59.0 9 Bottom' = 950.0 t i i i I, I i y y r , I I I PONp 170 \ I I i I I I' Y y y ~ f r' ` _ _ -Fut. Stm,° - Il II11I III I filljl W ( i X1111V1 1 ALL FILLS MUST BE PLACED TO A MINIMUM OF 2.5' 1 HW 1 ABOVE THE TOP OF PROPOSED STORM SEWER PIPE Calobrlo Ploce 3 t 970 PRIOR TO INSTALLATION. ' TC.........,............. UBBER GASKET JOIN ?ER GASKET JOINTS 966,9 WDE R 361 PER ASTM C-361: _I I I i~ I PROP. GRADE TC 965 x I . ...........................:61:8 PROP. GRADE I r X. GROUND I I w TC : 960 fsmt. FUT :8" W.M. L _ Domes I 50 L,FN 18" RCP ® 0,46 ? o, jjjjjjle~ L.F. N` 15" h .27 98 L.F. N 18" I I 955 2. lox: RCP...®...0 4¢ hh : F-1 .o.............. l FUT 8 SAN. ^ 9? h CF ~ 00 ~o 950 I N.... For ALL Storm Sewer Pipe along the side yard of lot R.C.P. Type -Reinforced Concrete Pipe (ASTM C-76) with 5 z 10 x 18 "0 "-Ring Rubber Gasket Joints (ASTM C-136) 28.00 L.F. 18" RCP Frith no Aggregate Backfill. ®....1.OQX 945 .....................................................................................................L................_............,................ I i I TYPICAL SIDE YARD o* o STORM SEWER DETAIL * = NO SCALE 940 14 I ~(JO RQ ~ ^ V CITYOFDUBLW, OHIO t4i t MASS EXCA VA TIONAND GRADflVG PLAN : W FOR 1A I _z 4A N WEST _Rrj" ~IZ BIZ STORM SEHIER PL W PROFILE cv v ^ v o oZ II ~ i \ i I I II I I V` I 'I %r ~ K~, •1'?I 5In" ' - CAS'. ~`1 ~ I 1 I 'It V' 11 a / 1 V W J/ //11 k ' I \ 1 Cn N N y`\ rfrr ~ \ ~ y 1 y ~ ,'i ~ i '1 I JUII• f3,I/ ! ~ ~ 11 11 - V~ C 1 1y1 t ~ ~ J OI II 111 ; ty 1 1 I 01 111111 ! ~r'. '1 111111 I ~ ~ ~ ~ r r r fu t t t 1 r y~.~.'- t/77',._- ~r rlrAl t t t, ` gRIA 2 rA rAA u/C r ra ! 9_. - Fut. ell jl II 1 1V ~ ~ ~ l I I _ 1 1 1 1_ 1 111 1' 1y1111y1y i 2" $tm. to p rn~ 1 t 11•x. 11 1 1 1 ~ ~ I 1 15 ~ ~ 963.0 Bottom = 957.0 OND 17211 !t r' C-Yl • 111 v.; ~ X962 • ~ , ! ~ ~ ~ ! ` , ~ 951------ ~ / - CITE' OF DUBLIN 106-)0006 T N DIVISION OF ENGINEERING CITY OF DU$LIN RESIDENTIAL BUILDING PERMIT SITE PLAI'D' REVIEW CHECKLIST Subdivisi n: =e, Lot Number: ~ Address: Jcm ITEM DESCRIPTION 1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision YES NO N/A for approval to the Master Grading Plan. If No, proceed with review. / 2 Lot elevations match Master Grading Plan. V 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review, If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8,0%, ? 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. 9 Side yards do not exceed 3:1 slopes, 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading plan? If No, ? proceed with review, I 1 First Boor elevation is shown (not to be verified). ? 12 Basement floor slab elevation is shown (not to be verified), 13 Garag; floor elevation is shown (not to be verified). ? 14 Sanitary sewer lateral location and elevations at tap and foundation are. shown and labeled. ? 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation V/ for the sanitary sewer lateral. 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. is Water main and~t fire hydrant are shown, labeled and match the approved construction drawings ? 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewak/bike path along side property line is shown and labeled. ? 21 Tree lawn size is shown and labeled as 7 feet. V/ 22 100-year Flood plain, Floodway, and Floodwa + ? FEMA FIRM Map Number: ~ TpS~yy' j 20 feet is shown and lab led I Z3 ~ Effective T7ate: • C VI/ Erosion control is shown, labeled and matches the approved construction drawings 24 Tree Protection Fencing is shown, labeled and thatches the approved 2S „No Parking construction drawings o g Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 28 A north arrow is shown, 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: 9//APPROVED 0 DISAPPROVED CJ Expedited if this Site plan is disapproved, please return this checklist the second Review applications to the Division of Building Standards, redlined Site plan, and two revised permit 2/16/2006 N:1gn~inccrit,glPp(,1GY1~GApCp 19, doc _ _ . u___.~__.... - - , - _ _ _ _ _ _ _ _ _ _ . 0 >~<'< N • w U ~ ~ l~ O ~ o ENERAL NOTES; G . ~ a • U o - -F mil Dwellin s 1 shall com I with the Residential Code of Ohio for One ,Two-.and Three a y g A. All work p y 2004 and the National Board of Fire Underwriters Code x rmits licenses tests certificates, etc. shall be obtained and paid for by t e contractor. B. All Necessary pe , .x u rials furnished under this contract shall be new unless otherwise called for. C. All Mate d a ainst defective material and workmanship for a period of one (1) year • ~ ~ D. All work shall be guarantee g tance. The contractor shall repair or replace at their own expense when after completion and accep at ma develo defects in material or workmanship within said period of time. , ordered to do so all work th y p SITE MAN, U ntractor and each Sub-Contractor shall be responsible for checking existing con itions E. The General Co in ro osal. Submission of ro osal shall be taken as evidence that such at the Job site before submitt g p p p p • a de. Claims for extra com ensation for work that could not have been foreseen inspections have been ma p ~ r shown on contract documents or not, shall not be accepted or paid. I by such inspection, whethe v~ b construction or demolition shall I Patchin of floors walls ceilm ,columns, base, etc. necessitated y I F. g ~ g t be of materials and finish to match existing. Verify at job site. I • ris resultin from demolition or execution of their work. Usable items I G. Contractors shall dispose of all deb g I be reused shall be the ro erty of the Owner and returned to the Owners I of value removed, but not to p p ~ ner waives claim in which case, items shall become the property of I stock unless and until the Ow I ~ ~f I Contractor and dis osal of such items will be their responsiblity. I , p I r b various contractors in accordance with industry standards and I H. Insurance shalt be provided y resented to Owner. ~ p r checkin all dimensions and I ~ EVERGREEN LANDSG EN LANDSCAPING !J ~ ",•~I h neral Contractor and each Sub-Contractor shall be reponsible fo g I. The Ge ~/C UNITS - TYP. " r ° ,3 t i Is and re ort an discre ancies to the Architect. AROUND A/C UNIrS -1 conditions at the Job site before fabricating any mater a p y p I I first class workmanshi in accordance with trade standards). I J: All work shall be of p ( I , ~ i, ' "r w. ~n he Contractor shall rotect any occupied areas from dust and debris. I I K. While construction is in progress, t p ~ F. , a,, x ~ 60' in tailed before all eneral work is I 9.1.0 95. ~~0 953.00 9~ ' 955,13' 956.56' 958.9' 9600` ! ~ istin floor coverin or new floor covering which may have to be s g d Ex g g. I - - - - ebris. - - - - - - ! 7.C. 959 71' •J i ~ com leted shall be rotected from dust, paint, and d I p p truction ~ FLOW • II be res onsible for ade uately bracing and protecting all work during cons I . G ~ ~t.Ow L. Contractor sha p q I , I ~ , colla se distortion and misali nment, according to applicable codes, ; ~ 953.8 , i.... against damage, breakage, p g I ~ ~ 955.63 I ~ I L. 955.63' ~'~a\~ 57.06' 9 9,4 .....~---1 ---.........._r ~t z ! ~ ~ U 0_.Q z Q standards and good practice. o h II not have control or char e of, and shall not be responsible for the construction 46,0 " o - 0 36.0 I~ ~ ~ ~ ~ ~ N ~ l.i M. The Architect s a 9 I t recautions and ro rams in ! o methods techni ues se uences or procedures; or for safe y p p g I ~ means, q ~ q I ~ 22.0 ~ 1 U WO Ct J r for acts and omissions of the Contractor, Sub-Contractor or any other connection with the work, o I , , J 959,92' ~ Q k. persons performing any of the wor , AM E ; ~ ~ o he arties hereto that the Architect is absolved from any liabiltiy whatsoever N. It is the express intent oft p I , q I J ,4~. w,., w _ GARAGE ~ ~ is failure to car out the work in accordance with the contract documents. I , ~ D~',CI~!',',', 2,0 occasioned by Contracto ?y _ N J ~ s~ m W z I 0. Dimensions: I GAKAGE FLOOR !J ~ I m ti a ~ 0 _ ver scale ~`-o"' I!' l' All Dimensions shall have preference o I z _ o ~IIZ9r ~LOOx SEWER SERVICE LINE AT:962.4 I 7Q 2 Q 2 -Do not scale from blueprints I ~ " "~'fi~.t7 ~ r AT:964.08 I I ENTER ELEVATION; 953.15 , ~ Q ~ • ~ - -All dimensions are to stud face unless otherwise noted I , 22.00 I o i' J , ' J "~~T ~ D ~ 0 0. r4 fore roceedin with the work. I 'a".'""':' -All dimensions shall be verified m the field be p g ~ 2,o BASEMENT FL00R is N 36.0 ~ ! ~ • ~ ~ errors or omissions for correction before I -Architect shall be notified of any I Ar;954.38 ! ~'r and Burin ro ess of ro'ect. ~ „ , w rk ? ~ ~ proceeding with the o g p g p J i tandards. If the I , 3 c 0 962,4' J ; • r e3~ Q Q I jf ~ - -a', •7 960.4 ~ II s mbols and abbreviations used on the drawings are considered to be construct on s ~ o r.4.B. ~ P. A y I ~ 62.9 Architect shall be ~ ~ ~ Ar;9 O c y 1{( WAS. SAY t9 r (r ~ ~ I,,,, R' ntactor has uesitons re arding abbreviatons or their exact meaning, the I Co q g ~ I ~ 7.50 7.50 N ~ _ ~ ' J ~ a~ notified for clarification. I ~ t.o I ' a.,,,;,;n.,rvr...~. I ~ I J I~ I , : ~IN15H~D G12AD~ o ~ ~ : p'~~~ , j 3i~,r'Wq ~ ~ I , A M Wis. o I : ~ ; 0 o AT ; 962,4' ~ I- L N~ ~ d Q ~ o ? I T:; o N ~l ~ as ' , y ~ l~ SHEETINDEX. I ~ :::WALK- uT N I, ~ f. I `~~~~p r i i Ihi ~ ' ( V ~b fr I ~ Vj I , ~ r:.l'~~ . 9 3',8 ~ ~ ~ FIRE HYDiZAN ~ & FINISH NOTES, ` ~ ~ : ~ ~ GENERAL , . E SHEET INDEX, I ~ . SITE PLAN,TITL , A 000 , ~ 14'~Sii!! 16,5 27.33 a , VEWAY ' 9 1. ~ a I EASEMENT ~ ' t,~ ( ~ 960.6T ~ Q I a 961,8 ~ 5' BUILDING LIN o . LAN I ' UNDATION P A I FO . 00 I ~ ~ 953.88 I 0 G PLAN 1 ~ ~ r E NT FR<~MIN 1 1 BAS ME A4 I ' ° ~ EASEMENT ~ LNG PLAN T FLOOR FRAM A 102 FIRS I I i ~ ~ 1.33 I ~ COPYRIGHT I . ' , UCTION PLAN T FLOOR CONSTR A 1 3 FIRS I ~ 0 I ~ N 47.0 960.27` ~ ` r 6'1D c. I 47.0 <;,i....~,,,,,,,,,,,,,,,,,, y .,,.~...a 06A LI10CH ASWO RVIED W ,,,~,.~.,.,,..~y,.q~. ,A ON PLANS 0 F CONSTRUCTI I I ~ ...................................................................957,31~.................. A 1 4 R00 ..w~a..~ I ~kL~~..~u3• I ,v+ ~ All designs, descriptions, specifications, I and drawings are the property of ~ n I Schoch Associates, Inc. Any reproductio I . I 1' SIDEWALK ~ ofthisdaumentordesignsandideas a _ contained within, Is a d'ued violation o I I ? IIS. co ht an atent laws i THEL ATIONS I . & SOU EV »ow A 1 NORTH 20 ~ I ~ ~ ~ I ~ ~ ~ FL~^ EASEMENT ~y 1~ G Drawings are not to be scaled. TEL ATIONS I 6' ° ~ , ST & S EV EA WE ~jC~ 4 ~ y ~ NOTE: NO ARKI Tf I I? IDE Drawings may have been reproduced at A 202 ~ I ~ y. 956,48 Q`~`~~ ~ \ OF~JTI~ A~J E~JIG TED ascaleotherthannoted. - - - ~ a/ - - - - - \~~'~°`~~y~ BY THE ITV DUBLI ® ©I' I - - - . ELEVATIONS - - COURTYARD A 203 I I ° © o I 9,50 i I ® SEWER SERVICE LI E REVISION I I ~..I ILDING SECTIONS A 301 Bu , I I ~ ' ~ E.0.8 ELEVATION: X51.9 I . , ~ 6129/06 PRELIM, ILDING SECTION . A 302 BU I I I AIR DIAGRAM . L SECTION, ST TYP, AL 3 W A 30 ~ _ EDUCES ~,I LIGHT ~ VENT SCH DOW, DOOR, A 3 4 WIN 0 ~ 10F 2 REQUIRED FR NT YARD TREE - TO MACH 4 STREET TREES - TYI'. PO R PLAN LIGHT & WE BASEMENT E 100 0 0 R PLAN GENERAL SITE NOTES; . R LIGHT & POWE FIRST FL00 E 101 LOTCOVEI2AGE: ~~+1,j, LOT SIZE:.24 acres =10,454 s . ft. ~ ° ~ 1. DRIVEWAY SLOPE SHALL NOT EXCEDD 8% A5 MEASURED FROM STE ~ FROM STREET SIDE EDGE OF THE APRON TO THE REAR EDGE ~ ~~~~~'~ublit~ DRAWN sr OP THE pEDESTRAIN WALKWAY, HOUSE: 3,920 sq,.ft. ~~t~o~ RO~~U (9 DATE I IMUM ONE FOOT CLEARANCE SHALL BE PROVIDED BETWEEN 1 2.)AM N 3ETWEEN THE FL00R SLAB ELEVATION OF THER BASEMENT DRIVEWAY: 930 sq;ft. ~i~t'?•~ 0 ~ ' AND THE OUTSIDE TOP ELEVATION OF THE SANITARY SEWER LATERAL R LATERAL AT THE FOUNDATION WALK : 260 sq; ft. ~ ~ Q~ JUNE 29, 2006 ; 3. ALL UTILITY TRENCHES UNDER PAVED SURFACES AND WITHIN RIGI- +ITHIN RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO DECK :585 sq,. ft. KFILL, OR ITEM 304, AGGREAGATE BASE CITY OF COLUMBUS ITEM 912, COMPACTED GRANULAR BACKFILL, OR 11 DINED DURING CONSTRUCTION, TOTAL: 5,695 sq;ft. T CTION AND 501E EROSION SHALL BE MAINTAINED DURI 4.) TREE PRO E N CRITERIA ALL 5TF GRAPHIC DESIG WITH CONSTRUCTION OF OF ALL STRUCTURES MUST BE CONTAINED ON THE 54.5% o I L TIC ~T GEO HAND DEBRIS ASSOCIATED C IMA 5. TRAS NO SMALLERTHAN 10 CUBICYARDS ATALLTIMES PAGES : SEISMIC SUBJECT TO DAMAGE FROM WWTER DESIGN TFMP. CONSTRUCTION SITE IN A STABLE AND SECURE ENCLOSURE NO SMAL ROOF WWD PRESSURE ~ DEBRIS FROM CONSTRUCTION RELATED VEHICLES AT ALL BITE INFORMATION: ZONE FROST DEPTH WEATHERWG TERMITE DECAY FORHEATINGFACIllTIES 6. STREETS SHALL BE KEpTCLEAN AND FREE OF MUD AND DEBRIS FI SNOW LOAD (LBSJSO.FT.) ) c TIMES 3 FAHRENHEIT T B RE YES YES P RT-A- OHNS ETC. MUS E 0 36 SEVE ATERIALS DUMPSTERS, 0 J , MUST BE KEPT ON THE JOB SITE AND NOT LOCATED IN THE FEMA FLOOD ZONE: X ! PANEL 39080801508 ~0 ~Q' ) STREET DATED: 09-27-91 0 FOOTAGE; G SQUARE BUILDIN ® ''&4~~r~ 1. r~ni,cuin gyro c-r Gi nnR. 2,958 SQ. FT. ~ ~~I , v~~~ ~I~a~~=~ 1 4o FQVISHED LOWER LEVEL: 1,302 SQ. FT. APPROVED PLANS MUST BE ON THESE DRAWINGS E DRAWINGS HAVEHD L:"Y''® REVIEWED FOR AND TOTAL: 4.260 SQ. FT. SITE FOR All INSPECTIONS. BEEN REVIEWED F SHALL COMPLY W 2004 EDITION OF RESIDENTIAL COD L COMPLY WITH THE c EDITION OF THE o )ENTIAL CODE OF OHIO -INJ m i i GENERAL NOTES FLOOR SHEATHIN FLOOR SHEATHING ICAL ANCHOR BOLT DETAIL N S 1. WALLS ARE DESIGNED FOR AN EQUIVALENT FLUID PRESSURE LATERAL ,IRE LATERAL USE FULL PLATE SEE TYP CON11 UOU CONTINUOUS BAND BOAR LOADING OF 45 POUNDS PER CUBIC FOOT. qG PRESSURE OF EE 2, THE FOUNDATION IS DESIGNED F A SAFE SOIL BEARING PRESSURE OF ALTERNATE BRICK LEDGE DETAIL 1 2" DIA.x 10" AB 0 8' O.C. BAND BOAR S / " ARE FOOT~THE MAXIMUM CONCENTRIC VERTICAL NTRIC VERTICAL 4LL NOT EXCEED VIDE ADEQUATE SLOPE AWAY ON ALL WALLS 6 THICK OR 1500 POUNDS PER SQU , PRO THICKER. LOADING TO BE APPIJED TO-THE TOP OF THE WALL SHALL NOT EXCEED ~ FROM FOUNDATION WALL. WASHER Fit 1/2' 1533 POUNDS PER LINEAR FOOT. (6" IN 10' MINIMUM) FLOOR JOIST '8 DAY a TIGHTEN Nur SO Dla. BOLT 3. CONCRETE USED FOR WALLS SHALL HAVE A MINIMUM 2A DAY 3 4" OF 3000 P.S.I. WALLS WHICH MAY BE SUBJECTED ' ~ THAT J 4" DIA. WASHER FOR / , COMPRESSIVE STRENGTH r / DIA. BOLT CROSS-BRIDGIN TO FREEZING AND THAWING DURING CONSTRUCTION SHALL CONTAIN 57i IAY BE SUBJECTED LL CONTAIN 5% ~ BOLT WASHER IS TO 7% ENTRAINED AIR AND CONTAINS 564 LBS. CEMENT PER CUBIC YARD f PER CUBIC YARD DRAWN 1/16" 0 B'-0" O.C. 2"x6" SILL PLA FLOOR JOTS AND NON-CHLORIDE ACCELERATORS AS NECESSARY. INTO SILL PLATE ~ A 28 DAY W (0 (0 ANCHOR BOL 4. CONCRETE USED FOR FOOTINGS SHALL HAVE A MINIMUM 2B OAY ANCHOR BOL COMPRESSIVE STRENGTH OF 2500 P.S.I. 0- O 2x SILL PLATE ALLEL 70 WALL BE A.S.1.M. GRADE 60. M = NOMINAL 1-1/2" JOISTS PERPENDICULAR TO WALL JOISTS PAR 5. ALl REINFORCING STEEL SHALL / M 8. ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A307 ~Q ROM ALL CORM J BE SPACED AS PER 0 IIIII OHIO RESIDENTIAL CODE 403.1.6 , 8 ON CENTER, do 2 " FROM ALL CORNERS. j :R QUATERNARY TREATED ~N O •0 9/16' DIA. ROUGH FLOOR SHEATHIN FLOOR SHEAIHIN NOTE: IF SILL PLATE IS 10 BE (ACQ) ALKELINE COPPER QUATERNARY 1T - FOLLOW O.S.H.A. HOLE IN SURFACE CONTINUOUS CONTINUOUS LUMBER, THEN GALVANIZED BOLTS W1111 A MIN. G185 RATING OR STAINLE' ATING OR STAINLESS N IIIII RECOMMENDATIONS SILL PLATE BAND BOAR BAND BOAR STEEL MUST BE USED. FOR SLOPE, - CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH: TE FOR BUILDINGS" 4- a) ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" IIII .WALL FLOOR JOIST LATEST EDITION. iCTURAL PLAIN CONCRETE~ = AN NATURAL b) ACI 318.1 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN COI CLE S BACKFILL LATEST EDITION. U IIIIIII solL Ep ~~S R BOLT DETAIL NTS H LES ~ ETE SHALL BE ORDERED FROM THE CONCRETE SUPPLIER 10 MTE SUPPLIER TO BE TYPICAL ANCHO 4 O.C. 4 O.C 8. WALL CONCR N WATER SHALL BE ADD ~ ~ ~ ~ ~ ~ ~ - = RODS MAY BE SUBSTITUTED SILL PLATE CROSS ~BRIDGIN BATCHED AT A MAXIMUM SLUMP OF 5 INCHES. 0 ~ ALL THREAD 0 8'-0 0.. 11iE JOBSITE. SLUMPS GREATER THAN 5 INCHES MAY BE ACHIEVED BY AI IR SHALL BE ADDED AT •v 0). C IE ACHIEVED BY ADDING = d IIIIII OF SUPERPLASTISIZER WILL INCI w ~ ~ ~ ~ ~ ~ = FOR ANCHOR BOLTS _ FLOOR JOTS SUPCRPLASITSIZIDt ON 1HE JOBSIIE. USE iSTISIZER WILL INCREASE 3 O) _ ANCHOR BOL HING FLOWABILITY OF CONCRETE IN THE FORMWORK. TERIAL SHALL BE I ~ ~ ~ / ~ / / (LASHING ANCHOR BOL FLAS I I 9. PRIER TO PLACEMENT OF CONCRETE, ALL FOREIGN MATERIAL SNALL BE 1 c~ ~ w ~ / / / / ~ 1.5" REBAR SPACER MAXIMUM BRICK CORBEL IS 1' PER COURSE REMOVED FROM FORMWORK. = a ~ ~ JOISTS PARALLEL TO WALL SE OF A VIBR, ~ ~ JOISTS PERPENDICULAR TO WALL 10. ALL WALL CONCRETE SNALL BE CONSOLIDATED BY THE U IE USE OF A VIBRATOR. II _ q p ~ ~ ~ ~ ~ ~ 1. FLOOR JOIST MUST BE IN PUKE FOR FOUNDA110N TO PLACEMENT OF 3 i0 SUPPORT DESIGN LOADS OF THE SOIL. 11. W LS SHALL BE ALIGNED AND STRAIGHTENED PRIOR TO PLACEMENT OI CG~CREIE. ALIGNING THE FORMWORK AFTER CONCRETE PLACEMENT IS ~ Z ~ ~ ~ ~ ~ IIIIII INSIDE OF BASEMENT 2. FLOOR JOIST TO BE SIZED BY OTHERS E PLACEMENT IS ~ WALL UNBALANCED WATERPROOFING OR NOT PERMISSIBLE. ~ S WALL - AMPPROOFING AS TO CARRY LOAD OF STRUCTURE. x m TH HEIGHT FILL HEIGHT ~ ~ ~ ~ ~ = D y5 gEBAR vERT. RAGE DETAILS NTS 12. WALLS FROM 40 FEET TO 60 FEET IN LENGTH PALL REQUIRE THREE RO a z NID " PER LOCAL CODE JOIST At3CH0 tEQUIRE THREE ROWS 4N. THE DEADMAN • 8'-0" ~Z, OF 5 REBAR PLACED HORIZONTALLY, AND A DEADMAN. THE DEADMAN ~ ~ 9 -0 IIIII 5 REBAR HO A SUCH THAT THE DISTANCE 10 ~ ~ ~ ~ N MA~BE PLACED RANDOMLY IN THE WALL S / _ " O.C. ND OF THE WALL DOES NOT EXCEEC BACKFlLL 2 0 BETWEEN THE DEADMAN AND 1HE E HAT THE DISTANCE DOES NOT EXCEED ~ ~ ~ ~ ~ 40 FEET. WALLS GREATER THAN 60 FEET IN LENGTH 1MLL NEED TO HA1 - IIIIII 3 ROWS OF 5 REBAR AND THE DEADMEN PLACED IN SITE-SPECIFIC LL WILL NEED TO HAVE THE SITE-SPECIFIC LOCATIONS H x ~ a ~ ~ ~ ~ ~ = TO MEET 1H LOADS OF THE STRUCTURE. a ~ u I "m AS MANUFACTURED 1J. GLUE SNALL BE "11TEBOND CONSTRUCTION ADHESIVE"m AS MANUFACIU' w w - BY FRANKLIN INIERNA110NAL OR APPROVED EQUAL. N ~ IIIII 14. BACKFILL IMTH CLEAN NATURAL SOILS. TYPICAL INSIDE ~ ~ ~ ~ ~ ~ - NTS 15. FOUNDAl10NS SHOWN ON THIS DRAWING ARE DESIGNED FOR THE ED FOR THE w BREAKER CORNER REINFORCING CONDITIONS SPECIFICALLY STATED ON THE DRAWING, IT IS THE PROVIDE BOND IIIII 17 IS ETERMf EE THAT THE SOIL 4 N F OOR SLAB ~ ~ ~ ~ ~ - TAN ANGLE OTHER THAN 90' RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE 1HAT 1H BETWEEN WALL & L - IF WALL5 INTERSECT A = A L ANGLE IS ADEQUATE TO 'SUPPORT THE HOUSE ON THE FOUNDATION SHOWN. RNER REINFORCING AT W L T R IS RESPONSIBLE FOR DE117tMINING THAT 1HE TC BEND CO (~NERAL CONTRAC 0 IDATION SHOWN. THE Z 3 NING THAT THE TOTAL IIII DO NOT HEAT REINFORCING STEEL FOR BENDING AND DIFFERENTIAL SETTLEMENTS OF THE FOUNDATIONS ARE WITHIN THE IS ARE WITHIN THE r Q (D Z CONTRACTOR IS O TOLERABLE LIMITS' OF THE S1RUCIURE. THE GENERAL N~NEERINC FIRM 6 MIL POLYETHYLENE ~ ~ ~ ~ - ENCOURAGED TO i08TAIN THE SERVICES OF A SOILS E G ENGINEERING FIRM TO (7 Q 4 DWN ON THIS DRAWING Z O VAPOR BARRIER. TAPE DETERMINE THE SL)11ABIlJ1Y aF THE FOUNDATION SHOWN ON THIS DRA! IIIII CTURE WITH NO DETRIMENTAL EFFECTS JOINTS OR OVERLAP 6" ~ ~ ~ ~ TO SAFELY SUPPORT THE STRU IMENTAL EFFECTS TO - THE BUILDING. COINTACT A REGISTERED PROFESSIONAL EONGITMEISR FOR - CONDITIONS 01HER THAN THOSE SPECIFCALLY SHOWN L ENGINEER FOR N ON THIS r- O I, m IIII DRAWING. NO WARRANTIES OR GUARANTEES, EXPRESSED oR IMPLIED, SED OR IMPLIED, g ~ 4"(MIN.) FREE DRAINING ~ ~ ~ ~ ~ ARE PRESENTED BY THIS DRAWING. ~~~~i~ ~ w ~ MATERIAL. PLACE ON O ~ Q ~ W 00 ~ 2 16. IRIS DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH T BED ~ IIIIII 4 OHIO RE~IDENIIAL CODE INFORMATION CONTAINED IN THE 200 ~ ~ NATURAL UNDIS UR f ~ ~ ~ i'~i~ WATERPROOFING OR TIAL CODE X N O CO V ~ OAMPPROOFlNG AS 3 ~iiii~ fOR ONE, TWO, AND THREE FAMILY DWELLING . ? - SOIL FREE DRAINING MATERIAL iiii PER LOCAL CODE Z La p z ~ IIIIII 3 a i i"i ~ OOFINC OR 17. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSURE 1 B OCK CRAWL POURED CRAWL WAIERPR ~ ~ DAMPPROOFINC AS RADON LEVELS IN THE COMPLETED HOUSE DO NOT EXCEED THE LEVEL' CTOR TO INSURE THAT U Z U "XCEED THE LEVELS Q . ~ WALL # IIIII 3 WALL PER LOCAL CODE ESTABLISHED BY THE UNITED STATES ENVIRONMENTAL PROTECTION AGI L PROTECTION AGENCY. U.) J (0 W ~ ~ o ~ iii" AN NATURAL ~ TIVE DRAINAGE III CLE ~ THAT POST II r cH ~ SOILS BACKFlII F 18. GRADE SET OF HOUSE SHALL BE SE SU ~ IIIII t ~ FOR ALL WALLS AND MEETS THE REQUIREMENTS OF THE MUNICIPALITY. 'OSITIVE DRAINAGE EXISTS LJ pj m :r C-4 THE MUNICIPALITY. Q O IIIII a i i i i i g VEL ~ iii" CLEAN NATURAL OF DAMPROOFING OR t4i z IIII UN " i~~~~ 2 WASHED GRA 19. LOCAL CODE REQ4JIREMENIS SHALL DEFINE THE USE OF DAMPROOFING I B" - _ - - 8 8 IIII BASEMENT ~ EEN SOILS BACKFILL WATERPROOFING ON POURED CONCRETE WALLS USED IN CRAWL SPACE - _ BASEMENT AND 4 MIL. VISQU ~ iii I FILLED ON BOTH SIDES, IN CRAWL SPACES, 717 S. Z I IIII= I " G GARAGES, OR wHE:RE WALL S II I~- ~ _ _ N F~GTm , ~ IIIIII PER f4011 G iii ~ 12 MINIMUM WlDlli I " " " i 0011NGi,ii III 20. NO WATER FROM ANY SOURCE CAN BE PUT IN THE SANITARY SEWER SECTION R405.1 ~ a IIIII _ _ I _ B x8 x8 BLOCK ~i DURING CONSTRUCTION. SANITARY SEWER SYSTEM _ _ _ _ _I I II (OR LARGER) III - = IIII - III- _ I III TO FOOTING FREE DRAINING MATERIAL I 21. FAILURE TO COMPLY 4W1H ANY DESIGN SPECIFICATION OR TYPICAL DR )N OR TYPICAL DRAWING RAINING MATERIAL TRUCIURAL INTEGRITY AND VOIDS ANY WARRANTY. a ~M TO TOP OF CRAWL FOOTING FREED JEOPARDIZES THE S S ANY WARRANTY. WALL FLEXIBLE OR To TOP of cRAWL FoonNc 22. FOUNDAl10N WALLS SHALL EXTEND ABOVE ~A SCODEAD SUMP WITH PUMP " 4. 3 DIA. - :BADE m DE. PER SECTION 404.L8 OF THE OHIO RESIDEN 4 WIDTH RIGID DRAIN PIPE OVER MINIMUM _ " T1 E. PLACE WITH 10" + F WASHED GRAVEL ~ { F 3 DIA. PLASTIC DRAIN L , 2 0 23. NAILING INTO CONCRETE WALL NOT PERMITTED UNDER ANY CIRCFOR ' HOLES ON BOTTOM. CONNECT TO SELF TS AS FOLLOWS: DER ANY CIRCUMSTANCES. AY BE USED FOR WINDOW ~ IREMETV (NOTE; HIL11 FASnTJERS OR TAP CON FASTENERS MAY BE USED CONTAINED SUMP WITH PUMP OR GRAVITY FOOTING WIDTH REQU "WIDTH MIN. 'MDEN FOOLING AY WIDTH OF BLOCK WELLS AND GAS BRACKETS.) DRAIN. LIGHT-FRAME CONSTRUCTION : 18 TAIL BRICK VENEER : 21" WIDTH MIN. LINTEL BEARING DE SECTION NTS 24. WHERE WINDOWS ARE PROVIDED AS A MEANS of EGRESS OR RESCUE 'GRESS OR RESCUE, THEY F F INCHES ABOVE THE FLOOR. NTS TYPICAL CRAWL SPACE SHALL HAVE A STILL HEit~iT OF NOT MORE THAN 44 INCHES ABOVE T OVER TWO STORIES: SPECIFICALLY DESIGNED FOR BLOCK CRAWL OR GARAGE PANSIVE SOILS AS DEFINED BY 01 25. FOOTINGS ARE NOT DESIGNED FOR AREAS 'MTH EXPANSIVE SOILS AS SECTION R403.1.p.1, (~F THE ypr•i. zz O SECTION NTS SECTION 1805.8 OF THE OHIO BUILDING CODE AND SECTION R403.1.~; TYPICAL BASEMENT WALL 2004 OHIO RESIDENTIAL CODE. ~r•~~ • a~ CANTILEVERED * % STRUCTURE ~ ~W WINDOW WELL SEE TYPICAL ANCHOR WIWAM~'•~~ a HEIGHT VARIES) BOLT DETAIL LEDGE DEPTH ~ i ~ WIN W CRAWL, GARAGE, OR ap ( VARIES 1MTH ~ i ~ PIZ11 PIZZINO VAD1H PORCH WALL ~ „ GRADE _ ~ • S61547E 31 ~ i~ - 5 REBAR PLACED 1"-WASHED ~ 2 ~ ~ 3 GRAVEL 'N ~ Q1dT Y SIDE 3 n ~ SIDE B ~ , AT CHANCE IN CLEAN NATURAL. ~ ' q,EAN NATURAL 3 ~ a SOILS BACKFILL SOILS BACKFILL ~ N~ %NA% c FOOLING ELEVAl10N F REBAR AT ANCHOR ~I a • PERFORATED ~ 3" PERFORATED BOLT LOCATIONS. LENGTH n ~ 12" MIN. i PIPE FILLED VATH ~ IPE FN.LED'M1H VARIES w/LEDGE DEPTH. ~ ~ OONCRETE ~ iiii P 8"dr10" WALLS) " Z~J 51 2~3 \ 5 BAR, 8' LONG FOOTING BASEMENT ~ FREE DRAINING ti FREE DRAINING ( N ~ IS R D P 0. E-55478 DATE Z RANDOMLY PLACED WALL MATERIAL 8 MATERIAL WILLIAM J. PIZZI 0, GTE . 02008 ~ ~ o ~ 4ETAIl sLOr N FOR THE EXCLUSI :iii R IRED ON THIS DRAWVI EXCLUSIVE USE simpElm EXCAVATING FREE DRAINING a ~ ~ ~ EW MATERIAL TO TOP iiii LEDGES 24' DEEP HERD EXCAVATING, IN OF SHEP ATING, INC. INC. OF CRAWL FOOTING ' AND GREATER 4" UNAUTHORIZED USIE OF THIS DRANANG CONSTITUTES COPYRIGHT INFRI COPYRIGHT INFRINGEMENT DATE PROJ. NO TES ANY WARRANTY THAT 1/28/2005 AND THEFT OF PRIOPRIETARY PROPERLY AND NEGATES ANY W NOT Ai WOULD OTHERWISE', BE GIVEN BY SHEPHERD EXCAVATING. AR DAMAf ATING. USE NOT AUTHORIZED = I BY SHEPHERD EXCAVATING WILL BE ENJOINED ANDS OEABIDE BY 1E MONETARY DAMAGES DRAWING NO. S TO ABIDE BY THE TERMS ALTERNATE BRICK RECOVERED. THE E10LDER QF THIS DRAWM1NG AGREE NOT 10 REPRODL • OF ANY CONFIDENTIALITY AGREEMENT AND AGREES NOT TO REPRODUCE DUC-2 JN, FIRM OR CORPORATION REINFORCING AT FOOTING N ETAIL NTS LEDGE DETAIL NTS DISCLOSE IT OR ANY OF ITS TERMS TO ANY PERSON, FIRM OR CORP TAIL r WINDOW WELL DRAT D T THE PRIOR WRITTEN AUTHORIZATION OF AN OFFICER OF SHI ~N OFFICER OF SHEPHERD T P-UP NTS CANTILEVER DRAIN DE N s WLHOU Y APPLICABLE LAW. EXTRA REF EXCAVATING, EXCEPT AS MAY BE REQUIRED B IN ORCING AT WINDOW OPENINGS NTS S E 'PLICABLE LAW. PLACE REINFORCING 1-1/2" CLEAR FROM INSIDE FACE OF WALL 1C)ro'-O•• ~,'.'.._...._~T~'.° ....................._...._-_...............__~~'_t"................___.._......._......_._...--........._......--...--......_............. 5'11" i U xN ,r ~ -1 n ; .w . a k. t I r------------------------------------------------------------------------ • I J. tl ..a J. N'.~C. ~ N P,. .N 'Y "N .f y, i 9~.....',~.. - II ~ ~Ik~, T l '`L° I ~ I • .r _~1_------- i I I Iv ~ I I I ~ , G ~ G ~ .p,. s:. ; P .b~ 1~ ~ I I L-------------------------------------- ~ ~ I 10~;. I ' ' I I I l i I I O 0 I l i I' I • ~I ~ I ..r. I r I ;':e=~ I I I I m I I I Al ~ ~ I 'F'. I I I I ~ • U ~ I I ~ ~ 9~ ~ I I -emu '~cc i •u c .u I I I I I •'°p ~ I I . I r O ~ w ti-~° I ~ - ~ ~ ~ r~ I I I p: I I I I I I w I I I ~ __J I ~ . , J ~ i ~ n I i I I I I C I • v1 ~ I r7 I n.. i ' I \ 1 I ~ i i I ~ ~ I I ~ I I ~ I • Po I I I G I I I ~ ~ . t~ I ~ . , ...5 I l i i ~w: I G I ;M.' I , e" I ; : _ I I I ' p • I s... I ~ s , I: 3~ ly~l • Q I I I I I ~ I , a: I t''~:i ~:'",°,..'Z". ~:.;''\\,1 ~ yr .~:4zr3?k . , I I NOTE: OVERHANG OF FLOOIZABOVE I I I I . ; I , I 15'-2.. 1q.'_gVZ° 15'-O+re„ - ~ 0' I I ~ I l i I ~ I 1 1 I I ~ , c ~ I I ~ I ~ i I I t~ ~y ~i s I ~•a. I E.J', L+~ I I CrJi I I I I e A ,i I I ~tl' I I I I I I I I -~.1. ~rnr~,+n~wa.~ I I I. I • ~ I ' I I ' r h , I I I I I I s 'i Ii•I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I NOTE: DEPiZESS FOUNDATION WALL 4'. a ~ r .y I AT OVEKIH EAD GAKAGE DOORS - 6" I I L.. - J`- - • • I I I I I I I ~ I,.r L------------ I I I FINISH FLOOK OVEK I I I ~ ; ; I , is :x. L , . . x GG I ' I 4" CONCRETE 5LA6 I I I p. I I OVERVISQUEEN V.B. I I I CD ~°~-C39 I OVEIZ4"FILL I I I I I I I I: I' ~ ~ ~ o ~ U r; I ;q; I I a; I I I ~ ~ !o b7 I I I I ~ ~ " . s, I Qrr Q I'' I ~ I I ~ 1 , r . . , , I. I ~ I `~:..n.~ 1~E I _ I I I I ~ - r. I ,~G°-c~°` ~ U W K I 0 z~ ~ Q .r, :.r; ,.__..,._.__._......_.....__....m._~_.~__.-..__.. r , , , ~ ~ , I I I ;x: ~ ~ ~ ~0 . ~ I I . ~ ~'x` ~ i- ~ , ~ 3 ~ FOOTINGS 1NITW REINFORCING r rr ~ fir- n r n ~ ~ I I `r F~iy` ~ !l _I~~cc'~, .Ir-~cc ~c-cliff t 4~c ~ - ' « V x I~ ~ I ~ I 7,_ -I ---.......:4..'.---........_~~.._~ ..........................~I Q z SHALL COMPLY WITH SECTION MASB STRAPS ~'I a ~ . O I. ~ I I i ' 3:' . G I Ps I I I I •a~3 p. I I I I o ~ 250.50 OF THE 2005 NEC. NOT PERMITTED Q z J • ~ , I I r-. I t?;' I ~3d:; i '91~d ,4. h `J ~z~`` a'~ n i i I p.. I ~ gl~~~, I I U I I ~ l"; I I ~a~~ QQ ~ ~ I I I ~ I a ~ - r ~ I I I I ~I I I ~ I I ~ . ! ~7°_~,~r I I. Z WQRKING DAYS a ~ I I I I BEFOA~ YOU D!G ALL W40D W{TH4N 8~ OF GRADE ± ~ ~ I I I L-------------------------------------------~------ SURE_T~.EATED , - . _ - E~ - _ _ _ . BE PR E I ( I I~? ~ z ,a, 'a: y .K ~ ~ ~ u ,r$., 4, a a ,.r 'Q Q OHIO UTIUTII:S ~310fiECTtCN SEFiV~CE U I -&ar°- I I----.--.---------------- r . su• , , I , I r I '.M n, < i G `I-------------------------------- I I ~ 0 G p. p',, ~ I o ~ ~ I ; I SMOKE DETECTORS REQ'D pER ~ I I SECTION R313 I I ~ ~ I I I r ; , ~ ~ I I 2'~1"" I I ~ ALL ELECTRfiCAL WORK WILL BE BATTERY BACKUP REQ'D o I I I I ' INSTAIaEfl 1N ACCORDANCE WITH 2004 RESIDENTIAL CODE OF OHIO'' I ~ ~ I • 1} I I I I ; THE NATIONAL ELECTRJCA~LCI~IDE. ~ o I I I I I ~ ' COPYRIGHT IyI~ ~ ! I I ` I ; ~ZOO6 SCHOCH ASSOCIATE5INC. I I I I , ~I ALLWGHTSRES~RVED I I ' ~ ~ I All designs, descriptions, specifications, I I I 's I ALl NVAC WQRK SHALL BE INS1~AtLED 7'6"MINIMUM CLEAR GE1I.ING HE1GH1' and drawings arethaproperty°f I I I I I ; ~ ~ I i R~(J~ E Sch°ch Associates, Inc. Any reproduction I IN ACCO "'"AN~°' WI1~ ~yE 2004 i11JC REQUIRi~D, WITH 6 8° UNDER BEAMS. of this document or designs and ideas I I I I I~, I I I l S tcnnpvrlgldh~n,~s a dlfecT ~lJdation of . , I I : I I I DUCTS, GIRD~AS, 50FFITS, ETC., F'Ea Drawings may have beencreproduced a[ I . s, I , DUBLIN ORDINANCE. ascaleo[herthannoted. I ~ o I ,:M~ L - I T`x• I I I - ?'Y: I I I I ' i © REVISION . ~ ~ ~ ' I L------------------------------------------------------------------------------ - I, I I e F F w •~t k ~ ~ r„ m' ~a,a~•• F a ..a>, a ,a; ° aa,:'p, r..g r '~..n..a - ........................y...................~ ......;....._........_.._..................._._...._-......................_.....................--..........._....._._.............__....__.._._.......a....._.~ • I sLEEPiNG Roods ~xiraEr~UiREMEN7~ 6129/06 PRELIM. - - - - - - - - - - - - - .........M+NFMUM ONE-WIItIDOW-•-5:7-NBT'..........- I . SQ. FT. CLEAR 24~ NIGH 20"WIDE CARBgN MONOXIDE AEC'D GRADE FLOOR MINIMUM 5.0 NET SQ. t=T. PER DUBLIN ORDINANCE 0 0 STRUCTURAL STEEL Concrete lintels shall PROTECTION AGAINST RADON 1. MATERIALS: BEAMS: ASTM A572, FY = 50 KSI; HIGH STRENGTH BOLTS: ASTM A325 OR g28r 8° min, ea. end, PER DUBLIN ORDINANCE _ o 0 A490; ANCHOR BOLTS: ASTM A307 012 A36; ELECTRODES: SERIES E70; STRUCTURAL -_=s_ DRAWN BY P1PE8: ASTM A53 ORA501, FY=35 KSl MIN. DATE : 2. CONNECTIONS: a. BEAM/COLUMN CONNECTIONS TO BE BOLTED FROM COLUMN CAP PLATE 70 BEAM BOTTOM FLANGE. JUNE 29, 2006 b. BEAM/BEAM CONNEGTIONS TD BE STANDARD AISC DOUBLE ANGLE CONNECTIONS. c. BEAM SPLICES SHALL CONSIST OF 5/16" THICK STEEL PLATES EACH SIDE OF BEAMS 0 0 WITH 3/4" DIAMETER THRU-BOLTS A5 FOLLOWS: W8-2 BOLTS, W10-3 BOLTS, W12-4 BOLTS. 3. ALL COLUMNS SHALL BE 3"DIAMETER STANDARD P1PE5 WITH 1/2"THICK CAP PLAT AND E 1/2x8x8 BASE PLATE, TYPICAL UNLESS NOTED OTHERWISE. BOLT BASE PLATES TO PAGE # FOOTINGS WITH (2)1/2" DIAMETER ANCHOR BOLTS EMBEDDED 8". 4. PROVIDE LINTELS OVER ALL OPENINGS fN STONE VENEER WALLS. REFER TO /~\°II~® ARCHITECTURAL DRAWINGS FOR LOCATION, NUMBER AND SIZES OF OPENINGS. FOR L[NTELS NOT LABELED OR SHOWN ON STRUCTURAL DRAWINGS PROVIDE THE FOLLOWING: 0 0 BRICK OPENING SECTfON TO 4`-O" L3-1/2 X 3-1/2 X 5/16 5 so ~ ~ . . . v v v -1 v LM, 51-7" TO 6'-0" L5 X 3-1/2 X 5/16 LLV b M1v '~ir •~~Y. 6'-1" TO 8'-0" L6 X 3-1/2 X 5/16 LLV 8'-1" T010'-0" L7 X 4 X 3/8 LLV 10'-i" TO 12'-0" L8 X 4 X 1/2 LLV 0 a FOUNDATION PLAN 0 r a'~ 'd r^ {+r~ J`~JV 0 vl~., ~ ~~G~yy~yr F- 3 xN ~Z A-301 2 • A-301 s QZ U ~ ~ J^ ~ I. S~ 5 • w El ELECTRIC METED ~ Q A301 ~ ~ :o ~~'-Off & & DISCONNECT 3 0. p W • O 0 GA METER ~ ~ r ~ A A A/C A/C A/C cB ~ Q • m ~ R a : G ; fl ~ . a ` 1 , . a a, I • ~1, ~ ' x V r^ W ~ ~ u ',.......L.._,. ~ I ' • ~ + + 010 , I HWH ~ ~ QA ; HR H i HWH ~ SUMP v i .~a~ ~ . ~ SUMP DISCHARGE ~ • m 003 ( TIC : C./+ 12`-14/"'.'~ ~f~ni ~ tl'I-1ii S((.~u1w.1^YYM..: S~~Y.Gt. ~A^A11. 5..~{~~, ...C.4poT`Al....~.......}.~,~i.~~. i~ ..................._.....~~f ~It.............,. .._:':.~..,y.. C.ji..111 ~'E.1'G~ : ~ ~ : : yy • Ge +f Y 1 i.9 . AA : n • ....a.~T.~RO~M..._>.... H H i TO STORM SEWER ~ HWH ~ ~ i QEDROOM ~ ,........~--~~-..,...TALE......... SUMP n.,, , U • BACK-UP SUMP . ~ Q ~ PUMP o~~ QEDROOM z . . ~ ~ ' ` CARPET ~ CLOSET . SMiOKE CARPET ` SLAQ ON GRADE ~ V) . _ ~ : EATER ' ' 50 GAL. HOT WATER H - ~ 9; ~ 4"CO DETE', TOR ~ NCRETE SLAB _ i RECIRCULATING LINE 4"COMPACT FILL I , y , 1. r 00.E ~1....._...........___..... 4~C)~ R. I,...........__. i CENTI2ALVA000M O ~~„~a~ .mod y ~,~„>.~e ~ _i ~ •~w ! `FZC:>~:: ~y ~„~~x .y.., 4y P : ~ \i\ t i,r \ A n ~ T~,' , Z ~ " ~ i i,,.c.,; ~\,',aZ.e~ • r' Y' n OONI i G - ti ;y i i j ~ I <; i a - Q ~ NofiE SrAII~ ~TRINGER~ ~FtALL ~ ~ ~ i • : x ~ -n NOTE:OYERHANGOFFLOORABOVE fD 16 R 7 1/ ~ 1`IIZ~9TOPI~EDjAT tOt~ AND 60T M''~ , + ~ ' ~ AND IJNDER~IDE SHALL 8E.. , . . i I_.._ i , I. ' '~r' ~u 2 gRyWALL~D WITH 1/2" G,1'P.;BD< If1. ~ ~ 3 f I , i i - _ A 5 OKE CAKBON ~ F- i NOTE• PROVIDE BACK-UP G T R N DETECTOR MONOXIDE fh, I ~ ' AS SELECTED BY OWNER ENEfZA ' x ` ~~_J 1 DETECTOR 77` 0~ i._...... L........L..._-i-_.....i...... _.i.........1~. . Y.. . , A-301 ~ ~ i ~ i1 > L.,....._: L.; I. _:a ~ l i i ! ' . C . RECREATION ROOM a ~ CARPET _ ~I i NOTE: PROVIDE PLUMBING FOR OPTIONAL WASER/DRYEfc r ~ ~ - _ U : ' ~ , ~ ~ x.• ~ . ~ ~ Z M ~r W ..a......v.... ~ ,~r 0 ~ G0. •Q. NOTE: POURE IN WALL SAFE 001 0' • ~ Q . - . ......:..............:..N........:............;...............:. + ~ N r0 ~ ~.......0.. DE.R.: P . W z 5 ~ a ~o . • 6AR . • i1 i '•s . . A-301 . .......a I • • Qz O .......t a; Y~ , a i ~ J J :o 0 ~ a~ ~ o A. l•C,, u ~ V .a•,~, h of ~ ~ • ~ QQ ~p = ~ 011 = ~ _ 3t • N! 3'-0" x 6'-10" ~ ~ Q U G ~ ARCHED OPENING 1 ~ A-301 (D A-301 ~ ~ + ~ ;,e, ~ STUDY t4 CARPET 'v ~ ~ 1 ~ 1 I A-302 A-302 ~I WINE ROOM 0 STAINED CONC. ~zl~ <x'. c 0 0 C • x.. e ! P ~i, N! c~ ~ y c s , ,~'`a 0 Q •N tl, ~ i O D COPYRIGHT ~ r, .a r~1z ~10gb SCHOCH ASSOCIATES INC. G G ALL RIGHTS RESERVED Q~ 1~ 3~ ~ OVERHANG OF BAY ABOVE All designs, descriptions, specifications, aj:` and drawings are the property of ~ ~ + + Schoch Associates, Inc. Any reproduction , `F, I of this document or designs and Ideas ~ ~ ~ contained within, is a direct violation of i I LS rgpyiight and patent laws I Drawings are not to be scaled. I Drawings may have been reproduced at A ,~,`i i a scale other than noted. I i I I I I I I I t REVISION A r UNFINISHED STORAGE `.~f I I 6/29/06 PRELIM. E I M:1: I I I -J i r". ,•a ,c; C3~b y3~ o 0 `e ,,a. ,a, r ,v..~ a 'F: a' .N: a,, s... .j,,,, e, .•r. ;r•, ~'4l 6 a. ~ f• ,'s~ F a4 ~ :f'. ,'ei. i~•. ,.8.. m ,x, 0 0 y~ ~ DRAWN BY DATE JUNE 29, 2006 3 A-301 0 0 0 0 PAGE # A°ll®II o o ¦ ~ ,u.; ~ ¦ F,,w use r t_a ! 'LI y f yr. 10 DASEMENT FRAMING PLAN p; ~17 0 x~ ow .o U ~ 0 II p ~ Q ~M~ra n... ,a. z .,i. a.. .s.. .f W o`',~, I I I i., I I I I I 1 I I I I I I I I G G { 1 : r.. ~ x ° ~ ~ ~ s ; a ;J a ' P ~;r _c oi-. s yam; a ~ -1 • yea ~ I I I I i:° . I I ~ I I i I I I I I i!_: , i I i ~ ~ i + ~ I I I I ; I I I I I I I I I~ ,I~ I I ~ I ~ ~D 1 i I I I ~ I :I::._ I I I I I I I I II;; ~ I I i ~ I I i ~ I I I I ~ I'i, r:~. J ~ I' I I I . I I I I I I I I I it I I i I a , I I I I ~ I , I I F-~'------- i U ' ~ I I I i:t: I i I I l I I I I_ l`: I I I I 1 I I I' ~ I I , ~,~..~ii I I I h.-~ „ I I I I I I I I I Il;a' I ~ I I I I y I I I I I I I I I I I I I~ I,r I I i i . I I ' I I I I I ~ I . ~ i V! I I 3 , i I _1 J ` i I I I I I I I I I I I I I II I I t:y I i i Q~! ~ i . ,r „ Ts; I I I I I I I I I i l l l l l l l l l I I I ~ ~ - - - - SLAB ON G12AD~ ~V i ' . I , . , `vi .w , ~ :y I ,fir m~..:- -:~..m I I ~ Z 0' r _ , ' ~ I ~ _ ~ E~ I.: I I I I I I I I I I I I II I , ~ _ _ ~ - - ~ -a 's ^ ~ ~ I - z.,. , I I I I I I I I i I I I I I I I x t ~ F- ~ ~ NOtE: OVERHANG OF FLOOR ABOVE ,T I m ~ ~ Ia + 9i1 I ~ I s, I , I. I r O - - - - - - i 0 _ I I I ~ I I I I I i I I I I I 'I I I ` I , ~ , , . . ~ ~ I I ' zt Ili ' I d. i t` I I I I I! I I I I I 1 I I i I I ' I ~ I ~ I ~ ~ I I I I I I I I I I I I I ~ I I I I I!1 - I; is - - - - , I I I , I i I m Ii- - - - - - ~n Q ; ~rv ~ . ~ I ~ I I I I ~ I I I I Lw I I I I J I 1,~;. ~ I I I ~ I , ,s. I I I p I. W i ~ ~ III ~ I I I I ~ I I I I I I`~.. I I I I II ~ I I I I i I I I I I I I I I I~.,I:I I I i I II I II ~ I I I . r t'., ~ f < i I ~ ~ i i. ~ \ i~ W., a i 7. 'u' K u i v ~ ~ a- .e. ~ P' v I ~ ~ I I r, ~a~ I I I I I I I I I ~ I I I I Il ~ ~ I' I I 1 ' ~ ~ I ~I . r ~ I ~ ~I W ~ I I I I I I I I ~I ~ ~I~- I I o : ~ ~ ICI Q G i I I I I I I I I I I I'~` I I ! 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I'~ •a d Q ~'Ie ' I I' I I i I I I I ~ . ° r, I I I I - f I ~ , P~;'~, I I I I i I I I I I , ~a, ; ~ I I I I I I i I o I ~ I I I I I I I I I ~ ~~~;I` I 1 I I i I l f 1 I I I I I I I I I I L~, ~ ~~1~ I I I I I I I I I I I I I I ~',J 0 0 ~ I I I I I i I I i I a r 'dy ro, k. , ! ~ k ~ ~ , ~ ~ ~ I .h.,. ,:a 4 arc u t s, i? r , - I I I I I I I I I I I J ~ ~ , COPYRIGHT I I~___ , . ~K. a u . ; ¢`2006 SCHOCH ASSOCIATES INC. G~ ~ :~r Q. III ALL RIGHTS RESERVED ya , All designs, descriptions, specifcations, III and drawings are the property of I ~ - _ - - Schoch Associates, Inc. Any reproductloo ~ ~ I I I i I I I ~ I I I I I I I + + x u, i of this document or designs and ideas ,~•f I rD ~ I I I i I ! I I I I I I I ~ - - - - contained within, is a direct violation of i II~-0pyr'Ight and oaten[ laws • ~ r i Drawings are not to be scaled. € , € I I I ! I I~ I I I I I i 1 ~ I I ~ I q ' r F ~ ~ Drawings may have been reproduced at i . ....t a scale other than noted. ' , ~ 1 I i I I I i ~ 1~ I I I I 1 I ' a, t ~ '3 _......-..I I ~ I I i I ~ I I I I I I I w j~ I I... I I I I I I I I I I I I,a I ~ li~~':t~ ,r...;~; REVISION . I i > I ~ I I I I I I I I I I i~~ 'b,~ ~ 6/29/06 PRELIM. I ' , , I I I m_: ~ , i ,L ti ~a I I I I i I I I~ I I I ~ I I i I I i .........................................rr_ I I i I I I I I I I, I Ij~ I I I l I! I I I I I ' , Ilf ,r, a: I I I I ~ I I I I I I I I I , ,III ~:~~:i I I I I 'I I i I ' I I I 'I I I o 0 .a',+a ~ I a ~ .as xi vv, N. t. s v s~o v°r " u~ Ss 2 ...c r,v. a ,a ,I ar .~:.z Q.k .a. 6. •I. DRAWN BY 2x 50LID BLOCKING C~ 24"o.c. BETWEEN BANq BOARD & FIRST JOIST WHERE DATE ; J015T5 IZUN I'AIZALLEL TO FOUNDATION JUNE 29, 2006 o PAGE ~ A~ o r~ n ~V-B~Aa a n o z.~ 1 FIROT FLOOR FRAMING PLAN .3Cl0 2 3 A-301 A-301 1r~~'-0" a~ a'~---~'- „ ~ ~ ' ~ 1 cj,-C)" 10'-C~" 3'-4" 3'-,~„ a'-c3" ~ci'-~" 8, 4„ ~M~„ 7'M~i" H GyM~t 1~'-C7" A-301 LJ~1 iGU~ ~ A/C i A/C Maximum Run 35' x _ ~ .._C~ . _ ' ~ Fi Fi G ' DRYER VENT • 2.3 9; 2.3 2.3 r~ 3 2x10: ~P ~P~ ~ • w • n F F ~ ~ PROVIDE SHELVING PROVIDE WALL MOUNTED ,^~GAS U ~ ~ - - 4- 4---~ r - i G~ 2 ~ 3.0 GA5 2 I ' ~ GAS SPACE HEATER ~ ' ~ ~ ; •^r I ~ ~ ~ ~ ~ ~ tl; .r - I 7 ~ I 1€,"sS , .`a 8' 11.3'_1" ~91,z., 18_11.x^ ;~r~a^ 1cj°_21%=' 1/2° 1;?•• ' O ~ USE 5/8" F.C, TYPE "X° DR WALLS . 0 ON COMMON WALLS & CEI ING 0 t4 ~ ~ , ~ - - i DINING ROOM ' I 0 Iv. WOOD d' Cl 1 CP ~ CLOSET ~ CARPET D ~ • a ~'i ' GUEST QED 00 I • U o DAWN 6' ~I e l~ • CARPET ATTICACESS • ' ~ ~ H RQQM ~ j~ l MIN, 22" x 30" . II n n n TILE ~ , I. II II I i i II II ' ~t.' " ~ > : , 't ~ I = ; ; i i' I • I. - I I ~ I U I I I I tic I I I } 3......~.... 1 ~,l , GARAGE u ; u 1 I a _ . 3.0 I , i > ; i I A-"CONCRETE SLAB w/ W.W.F. d 0 ~ 33 A-"COMPACT FILL m ~ • 0 1 108 1 . I I I I I I I I I I ~ 0 t~0 • O 99 ~ all i K J '~~'~.l~lk:~?~~aGf.~°4.:1N~a I I I I I I I I I I 1 SMOKE C LDAI RETURN ~ ~ I T'LE i i I I I I I I I I ~ ~ NbI~Y ® ' i T~LEI ~ , VJ r ARCHED OPE I G , DETECT R D CT C ASE • ~ II II 15 14 1 11 1 5 3 - ,f ~ i ~ , • ' I L.....f, ( t' t..... , ' .1,4.1 II II II II II 3.0 ~ 'v I ~ II II I LINEN r r 11 3.....E .I ' ~ ` Q i......~...'...... t.. H &C • w I I ~6 HIGH GUARDRA~If & - ~ °'1C37 ~ II II is L, ~c~..E F.P.H.B. , I I I I I I 3f}"HIGH HANDRAIL, ~(P N ~ , ? 0'~ ' SEE STAI{RSECT N I ~ 16 R 7114.- ° 1 _ ROD&SHLF o 3 3... s 'Q , 1.I~t~~TAI~I~ II II II NQ , ~ 1 K J ~i 3 "2 ~ 3 {3 `3i, ~1i~ • 1 t p; ~..I, U ~ X3...3.... r r------------- V) ;s.;. ~...I.. ;3 IIR802.31(2~ II II II SHEETA•801 " . z fU, 1,z:, I... 3' I/~ BUILT-IN `t ,n'...a... E......3., 2004 REST ENT I I I I I I lAl. GOpE QF 0 0 _ 110 • I I I I GREAT ROOM I I I I 6ENCH ~"1j 1:4.1 II II II II II ' ~ ia' Ira v N I I I I wooD I I ~11 ~ I I I 1 I I I I I I I I I I I ~ POS1"ABOVE A-301 ~ CARBON - S OKE { ' 1i?ak i I I I f 5 7- / B-I~.ABEL DOOR I I I ~ I° II I ~ X~ C !.~'ONOXIDE ~ ~ r-~a%.~~ rx~Ea;" r~c.~~::;t~+c'> I I r TINO SIDED t'' E~FAB FIfZEJ?I.AG~ I 3 ~ , I Nx DETECTOR E CTOR K J , r I I I I MNFCTIZ T. r I I I ~ ~ I I I L - I I I I I I I I I I ~ ~ l 1,2'' PROVIDE 16" IN. 33 3 2 x 12 ; I I I I I~ I I I I I i i ' I I I I p~~ {~l' ' II I I I 3.0 I I I I NON-COMBt.~~TIBLE HEARTH I I I I I 3 1 I I CLEARANCEI~At PRE-FABRICATFI~ I I ~ ~ ~ = ~ = = - = - _ I I I ~ I • I I ~ ~ (FLUSH WITH CEI ING) / ~y ~ ~ c U U FIREPLACE, IIYP. U I i~ ~ / E 1 E I 9 9 1 102 (3) x 12 ~ 2.31 2.31 103 (3) 2 x 12 ~ I _ ..................r. , , • } ~ a . FOYER ' ; ...-_0;.._.,.....,..., , E E i . 3 B _ _ _ t9 - - - - - - - - - - - - - - - - ~ ~ ~ PROVIDE 8"MIN. r>~ o i ~ ~~p i r / I I ~ ~ t ~l ~ E 1' „ NON-COMBUSTIBL CL ARANC ~ ~ ' ~ s = r 1 E E E .I WOOD / LDI ~ ' r.r E i . :I ~ f1 - - - - - - - - - - - - - - - - - - - - - - - - I 9 1 9 l l 2.3 >n ! • • OWN b ATSIDES OFPRE-FABRICATED 111 ~ ~ ' ' i ~ P ' IND;EI~' ! 2 x 6~ TUD L'L ~ 2.4 E I. Lr FIREPLACE, TYP. ;.QO d'~ ~ ABOVE Q'1 ' .3 Y 99 W .ill 11.3; i x~ ~ „ , ' PROVIDE 2"MIN. CLEARANCE ~ ~ ' E 3• ~ .E I.' • ~ , ;TILE. I I 3 -0 x 8 7~„ 5 DOW DAWN 2 TEP ~ ~ • I.I ai ,9 9 FROM PRE-FABRICATED ' f ! 1, - I' ~ 112 ARCHS7PE NG , . ~.....~a. ~E I• VJALKI~JAY ~ I FIREPLACE TO FRAMING ~ I I ' E •1 . 1 I. . I: ii 5 I Z i a i' ~ ~ A-301 ~ „ „ .ail CLOjb~TERV UL ii E E ~ .s L - '1 ' 39I Q 9'I'' 8 B', ` I • - a 3'-0" x 8'-O" - 5 ' i C~F1l. ~ ~ ~ i i ` s s. ~ . ~ IN tl~! • 0' ' ' ' ARCHED OPENING % t1=,: , ~ , ~ ~ q •2.~ I :e i' ' I i:' • . ' 1~~ ~ . I ~ ' ~ 99' ~1G 3:.~ ~ r~^~z / 11"1 \ ! I I.. .I:r ' 6i •n, E 3 f S ~ "r- 31.4. : ~ ..3' I~ ~ ~ . ~ U I: is Q i i i{~ ~E. e ~ W _-Ww_ W -~a• -0-d~ wa..wWw....WW:.,y y . ' it j ~a~! ~ l G i~ E I E r w _r_ A - - 1 ' i..9' I I • r.w ....~..WII~ I p l w i^ Q 3 2 x O _ ~ , - ~Jn 3.J 5'°G7" 16i'"2'° 7La..~ie gr.,'~7u ~ 3r..('~u ~3 A sal' - ~ N ST W sl i i , f, ...._y CSI ? .....w;~ LZ'~ , I I ti U w ' ' I 2 a' DEN 30'-.0" ' , Q ' ~ z A-301 I, ; ~ W00- Dom- ` „ ~ 1 , ~ 1 "ol ' L 8 1 3 "3 I "11i7° ~ . . • ' 0 • aJ ; ~ ~ N ~I ' ~ ~ ~ i F- ~ • ~ ~ : ' `r' ~ :1 ,a Oi 114 ,41 ~ I 1 ' i t,. r ,i r . i QQ EQUIREO' ~ 'A=302 : „i DETECTOR 11 A-302 ~JS: ~ 2 ~'_4„ • ~ I, ~ p - 3 SEASON ROOM ~ , ~ ~ 1 S R • i c~ .TILE ! ! ' (1l 1.1.1 i. 2, C. __~_~~.__..~...I..E ~ ~ ~ Q ~~I ' ~ iVi ~ i 'Q ? 2,3 ~I II ! a ~u ~ ` , ~ ~ ' ' J i I I e I ~ ~ ~ ' 1• Q i{3i lR I , 1.1.1: 1.1.1,.' 1.1.1`•..' 1.2 ~ I I I y I . ~ ~ ~ • ' ~ u ' ~ f ' . . i i i 0 i • r 20 r• 12 t3 • ~ 14 "7 . - _.....__....................................Q._.............................._..._............._....._..................... I ~ , . L~, E , 2.3 : 0 ~ , L • ~ ~ 0 ' 1 ~ i „ „ .117 ' r.' L~ "8 3 °~i 3 -0 ~ i v , ~ e II I _...,.....c~, I E ARCHED OPENING i ~ w~ C} .~~i ' h. II ~1i ~ o ~ I ¢ ~I II I - n ' ~ ~'I i ~ 0 MASTER QEpR00M N CARPET " I SMOKE f~i - ~ ~I i , • ~ ~ p (V ~ x DErECroR ~ MASTER _ I 1 COPYRIGHT I ~ ~ N„ 116' ~ I iv; !ate ~ CLOSET DRESS NG Y ' I , Itij X1006 SCHOCH ASSOCIATES WC I ALL RIGHTS RESERVED y:: P , I • ' I CARPET ~ r • ®I I_~~ ~ u! r. rJ t ~r <; II i C f' - All designs, descriptions, specifications, i III f; ~ N, , 'I " ~ ~ • I~I IE I wl I • II ' ~i ~'i and drawings are the property of .I I s ~-.....,_.,,._,Na, Schoch Associates, inc. Any reproduction C: , ; 1 ~ ~j I i I l ~ 3'-0" x 8'-0" _ ~ / ATTIC ACESS I rEMPE1ZED GLASS~~ of this document or designs and ideas I ~ t ~ contained within, is a dlrectvlolatlon of I WINDOWS OVER TUB, TYP. ~ ns rnpyyg,t and pT[enr laws • a ~ lthASTER I • ~ ARCHED OPENING ~ / _ ; • I ~ a~ ~ , MIN. 22" x 30" ~ ~ Drawings ma shave been eledoduced at ' g ~ Y P • E BATH RpO. i , , ~ " ~ ; i , - ~I I 'TILE 2.3 I a scale other than noted. 2.3 N 3,0 I[_,;__-_y ` ~ ~ i0' . • I , • , p p • tai , E REVISION : tVi { i i 6/29/06 PRELIM. I D D D , I ' „ e, , „ „ ~1'"1~, 10,"5„ 8,1 ' ' 2 -0 I 1-0 1i~ -S -S 11-0 I Sa~~ I _ .......a~-_.....--._....................._.._..... . I 1Ow'-0" A-301 ~r _ ._._......._....~Z X STRUCTURAL LUMBER STRUCTURAL NOTES 1. MATERIALS: 1. tHE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: o a a, STUDS: SPRUCE PINE FIR, STUD GRADE OR BETTER, ACCORDING TO THE NATIONAL LUMBER GRADES AUTHORITY (NLGA), SEASONED AT 19~a M.C. FLOORS: A~0 PSF RDOF: 25 PSF DRAWN BY : b. STRUCTURAL LUMBER: SPRUCE PINE FIR N0.2 OR BETTER, ACCORDING TO THE NATIONAL LUMBER GRADES ASSOCIATION (NLGA), SEASONED AT 19~o M.C. c. WOOD STRUCTURAL PANELS; 2. THE STRUCTURE 15 DESIGNED TO BE STABLE WHEN FULLYCONSTRUCTED. IT IS THE GONTRACTOR'S RESPONSIBILITY TO DATE : 1. ROOF; 7/16"APA RATED SHEATHING, 24/16, EXPOSURE 1, U,N.O. PROVIDE TEMPORARY BRACING UNTIL CONSTRUCTION IS COMPLETE. 2. FLOOR; 314" APA RATED STUDD-I-FLOOR, 24 O.C., EXPOSURE 1, T&G. 3, WALL; 7/16" APA RATED SHEATHING, 24/16, EXPOSURE 1. JUNE 29, 200b 2. CONNECTIONS: UNLESS NOTED OTHERWISE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPERLY DESIGNED CONNECTOR'S FOR THE END SUPPORT OF ALL MEMBERS. AS A MINIMUM, CONNECTIONS FOR STRUCTURAL MEMBERS SHALL CONFORM TO THE FASTENER SCHEDULE LISTED IN THE OBOA BUILDING CODE BY THE OHIO BUILDING OFFICIALS ASSOCIATION. FRAMING NOTE: ~ o SEE THE STRUCT. NOTES FOR TYP. WALL FRAMING AT OPEN'GS, UNLESS NOTED ON PLAN THUS: O X.Y OR OX.Y.X a, JOISTS TO BEAMS; 16 GA. GALVANIZED STD. J015T HANGERS BY THE SIMPSON STRONG-TIE CO. (PROVIDE SLOPED AND/OR SKEWED HANGERS WHERE REQUIRED). b. WOOD STRUCTURAL PANELS TO FLDOR JOISTS; GLUED AND NAILED, USE Sd RING SHANK NAILS AT 6" O.C, AT PANEL EDGES AND 12" O.C. At INTERMEDIATE SUPPORTS, WHERE "X" INDICATES THE NUMBEROF JACK BEARING STUDS & "Y"INDICATES NUMBER OF FULL HEIGHt KING STUDS c. WOOD STRUCTURAL PANELS TO ROOFRAFTERS/TRUSSES: NAILED, USE 8d RING SHANK NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE PLYWOOD CLIPS ATMID-SPAN OF PANELS BETWEEN SUPPO fWEEN SUPPORTS. AT EACH END OF THE INDICATED HEADER ~ o i d, WOOD STRUCTURAL PANELS TO STUDS: USE $d RING SHANK NAILS AT 6" O.C, AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. e. SECURELY FASTEN ROOF RAFTERS TO CEILING JOISTS OR COLLAR TIES TO PREVENT LATERAL THRUSTAT BASE OF RAFTER, PAGE # f. MULTIPLE STUDS SHALL BE NAILED WITH 8d NAILS AT 8" 0•C.> FULL LENGTH. g. PROVIDE POST CAPS AND BASES BY THE SIMPSON STRONG-TIE CO. AT TOPS AND BOTTOMS OF WOOD POSTS. h. PROVIDE 1/2" DIAMETERTHRU-BOLTS FOR STEEL FLITCH PLATE REINFORCED WOOD BEAMS AT 24" O.C., STAGGERED TOP AND BOTTOM. i, BOLT WOOD PLATES TO THE TOP FLANGE OF STEEL BEAMS WITH 1/2"DIAMETER BOLTS SPACED AT 24"O.C. (STAGGERED ON OPPOSITE SIDES OF WEB). A°ll~~ 3. MISCELLANEOUS: o a. USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-D" O.C. MAX. FOR ALL JOISTS AND RAFTERS. USE SOLID BLOCKING AT JOIST AND RAFTER BEARING, PROVIDE SOLID BLOCKING BETWEEN JOISTS BELOW BEARING STUDS. b. USE SOLID BLOCKING ATMID-HEIGHT UP TO 5'-O" O.C. MAXIMUM, FOR ALL EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS. s sruDS. c. PROVIDE CONTINUOUS 5OLID BLOCKING (3 ROW5 MIN.) BETWEEN ADJACENT CEILING JOISTS, AT MID-SPAN AND QUARTER POINTS EACH SIDE OF ALL CEILING J015T MEMBERS WHICH SUPPORT BEARING 5TUD5 ABOVE. o d. U5E DOUBLE J015T5 UNDER INTERIOR PARTITIONS. e. PROVIDE TRIPLE STUD5 AT CORNERS, DOUBLE 5TUD5 EACH END UNDER BEAM BEARINGS, AND SINGLE BEARING 5TUD WITH TWO KING STUDS EACH END UNDER HEADER BEARINGS, UNLE55 5HOWN OTHERWI5E. f. PROVIDE A 51NGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL 5TUD WALLS. 51LL PLATE5 5HALL BE BOLTED TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLT5 AT A MAXIMUM OF V-0" O.C., 15" MINIMUM EM13EPME UM EMBEDMENT.... g. UNLESS NOTED OTHERWISE PROVIDE DOUBLE 2X10 HEADERS OVER OPENING5 IN 2X4 STUD WALLS AND TRIPLE 2X8 HEADERS OVER OPENINGS IN 2X6 STUD WALLS. h. PROVIDE ONE LAYER OF 1/2" THICK WOOD 5HEATHING BETWEEN EACH MEMBER OF DIMENSIONAL LUMBER HEADERS. 1. PRE55URE TREAT ALL EXTERIOR LUMBER AND ALL LUMBER IN CONTACT WITH CONCRETE. a U 1' ~w -1: W I ~ G$ CJ i" a J. 5HEATHE ALL EXTERIOR WALLS WITH WOOD STRUCTURAL PANELS. k. PROVIDE SOLID BLOCKING AND/OR MULTIPLE STUD5 BELOW MULTIPLE BEARING STUDS ABOVE. 1. WHERE FLOOR J015T5 5PAN PARALLEL TO FOUNDATION WALLS, PROVIDE FULL-DEPTH BLOCKING AT MAXIMUM 48" O.C. BETWEEN BAND BOARD OVER WALL AND ADJACENT J015T5. EXTEND BLOCKING OVER MINIMUM THREE J015T SPACE: m. PROVIDE AND INSTALL BRIDGING FOR PREFABRICATED WOOD TRU55E5 A5 INDICATED ON THE TRU55 MANUFACTURER'S APPROVED SHOP DRAWINGS. J015T 5FACE8. -1(J C I.I FIRE3T FLOOR PLAN 4. LVL INDICATES MICRO-LAM MEMBER BY THE TRUS-JOIST CORP. CONNECT MULTIPLE MEMBERS AS FOLLOWS: a. DOUBLE MEM13ER5: NAILED, U5E 2-16d NAILS AT 12" O.C., LOCATED 2" FROM TOP AND BOTTOM OF BEAM. „ Q,C.. LOCATED „ FE 0 M OF BEAM. b. TRIPLE ME BERS: BOLTED. U5E_j/ METER 114"m f-o" fir, ' !iy,'. ~°tx "l, S •+,."",~:'S'' ~ p 0 0 HIP VENT - TYP. ~d s 2 X 6 p051''' ~ . ~ , rw,:-,__ ~ ~ X 12 KAFTERS ®24 O.C. x~ - w I I ~ I - I I 1'I I I! ~I I~ • - - - - '~r"~# I----I----I----I----I----I--- ~ ~i ~ - I - - - h ?"'I ----------II- U a H _ ..j ~ _i .y ~s1 A~- : I I I I I' ~ I I I I li '~~I 'I I ~i 'II--I ~C` I ~ - 1- I - - - - - I I _ 'I I ~j, ~ I ; it i I i, _ - - - - - - - I II ----II i ~ I~---- -II~~- • a I I~ ' II ' I II , Q V I I I I I I 'III w Iw I I Iw ! Iw II ' i I I I ` ~ I ~ ~ ~ , ~ ~ r: I . - - - - _ ~ ; I 2, ~ u. ~ ~ u. i. ~ ~ ~I,~ ~ ~2 ~ 1* i>: L. If is o ~ ~ I ~a; , If N II I I; ~ ~ I I I I i'I 2 i s I ~ ~ ~ ~ I a I~ I, Il ~9- 2 i' I 'x''8:12 ~ ~ m > I > 7~ 4' II ' ~ i ~ ~ Ij ~ I - - • U D I • G "~#I U ~ .~l il: I I:. 2 1 's ®24 O.C. ' ~ ~ ~ b , _ I~ II I I. i 'I_ r I I I i >L i ~ ~ ~ ~ r,i : \ ,S, ~I: II=;: I~ N ~ i ?I v F I I I I i- .I d' ~ I~ id' 1 II • x lip ~ ,Ids:. II i I; { jl ~ \~`~:~i I. ~ ~ , ~ ~ ~ , ; ~ ; ~ ~ ~ PRE-ENG, WOOD. ROOF TRUSSES AT I I II I< V ~ ° _ _ ~ _ ~ _ I_t_ - A~~' ~ ~ . I I ~ ~ I`'' ~ I 2 i4" O.C. ~TYp. U.N.O.) ~--I ~ ~ ~ _ _ _ - - - O II :III I Lr ~ ~y J, ~ l~ I i I~~ ~ I x, i> t , I; t I III I • ro a i ' III, ,i .I II II I\\. I I, x .I I I I I t~ did. , . I - 'I ! ill I II II ,I r. ~ ' U I~ I I I I I o I 1.. ,I I I I: ;3 i N O 17~ ~ I I I I l i t t I p. ! ; X41 • U7 W If I ~ I I I I F ,I I t.. I ~ ' I i ~ ~ ~ to i;: I L. v. 1 : 1 • I ~ ' p~(II I Ij I ~ 2k' 1. ~sC~2 "O.C.} ~ ,,I 'I ill r' II Il ~ ~ E4~ *•~t I I ~ \y,'y~ I ~k ~g I: y ti >4~ I III ~ - rl~ ' PRE-ENG. WOOD JACK7RUSSESAT ~ I w a w :I ~ I I w I l i . I. II- - ~ I 1 I I I ~ - ~ ;r...l I I l: I I I:. I ~ P NG. WOOD iZ00F TRUSSES AT ~ 24" O.C. (NP. U.N.O.) l t~' ,l a~ I ll1 ~ I mt , I .x I I I I ~ ~ ~ I ~ r l i ! AV N i C'1 . I ( 2q," O.C. (1`YP, U,N,0,) ~ II I I; } 2 2 x 12 IDGE ~ I I ~ E 9i 2 x 12111 IZIpGEI. l,, I I I ' I~-----ri3- I ~ -I N I I I I Iii ,I I i i Il I I; c~<;. i I I U i, I II ~ 0 I I III I L ~ II I I 6 2z ~ I< I I~ I I I I ~ '~.I II{ ill ~ ill I N !I ~ I ~ ~ ~ ~ I~ - I I~ I it ~ ~ Ir I II - ONTIN OUS qGE V NT r- I a i I' 2x1~sC9~2~ O.C. ~ rl l ~ ~II I I I i:: ;l; . ' r II i c9 ' Il _ Ijl - - II ' II - - r' - I I ~ o I I ! I I ..II :~°C ~ ;III I I ~ ~ f,~ i.....I . If w w w w I ----I---- -I';9.. 0 _ _ _ _ _ _ - _ = r = _ _ _ - - , it r ~ .11 ~ ~ I. I II I I, ~ ~ mmmn. - - ~ i ~ - - - - - - it I! ~ h fi" ~3~ X~~ ;r I I m ~ Ih~ ~ L~ 'l I ~ II II ' I ~I ~ l v''. - lu ~11 i ~ ~ ! II- ~~~I I ~ ih~~. air I, lip ,I , ~11 RAFTER 1x112'8 ~ 24" O.C. ~ I ~ ~ ' ~ y ~ ~ N ACH SIDE ; F- ,4 , ; ; f ~ f ' I ~ ~ 3 = - U z '~I ~ I !I ~ I ~i ~ I ~ I ; i 2 X 12 LEDGER W/(A~)16 I I ~ ~ ~ ' . NAILS AT EAGH SCUD ~ ~ I I I 1 ~ i , Z Q :92 ~ ;,I: ~ ~ 1 ~ i CONNECT ROOF SHEAtHIN ~ I l,,tl' I I I I ~ r -,1.. ' I I ; , J,.; TO TOP LEDGER W/ 8d 5 ~ I I W u ~ ~ #I I I I # 1 7 I I ~ . ' ~G 1 I i ~ ~ NOTE HATCHED AREA INDIGAt~$ - ,I t ? ' Q BENT FLITCH BEAM CONSTRUCTED FROM (2)13!4" X 11114" LVL'S & (1) N F- O ; II ' I i ~ ' ? i OVEtZFRAMIJJG WITH 2 x ~ RAFTERS ,w BENT FLI1~ I ' 1/2" X 10"STL. PLATE, PERFORM FULL PENETRATION WELDING WHERE ENDS w _ - - - ~ 1! 1 T r - ~ . ~ I OF STL. PLATES ABUT AT PEAK. PROVIDE 1/2".0 tHRU BOLTSi At 24" O.C. I I II ~ " ' STAGGER fi I ~ I II I I! I , STAGGERED BETWEEN 2" FROM tOP & BOT10M EDGES OF BEAM, • W UJ T ~ il. , I I , I I I ~ ' I I I I'''I I I 'i } ~ , d4 I ; : - -:h I L It I . ~ F„~ , il~ I ~ I W/ 114 X ~ FRAME HIP BMS TO SIDE OF TIED RAFTER FRAME Q z %,,.•I W/ 114 X 8 LG, BENT STL. PLATES AND (4)1/2 .0 : • - X OS1' I I i III ~ THRU BOL I ~ ~ ~ I SAILED TRUSS DRAWIVJGS WITH EN~INEERING:TO THRU BOLtS (GA=4"), EA, LEG OF EA, BENT FRAME i O J J I I 'I. L _ _ _ _ _ _ _ _ L I B6 4N-SITE PRIOR TO INSPECTION, As SHOW I ~ ~ -I: I - - - - I - - BEAM WIT AS SHOWN. PROVIDE SADDLE FOR (2) 2 X 12 RIDGE ; ~ rp 6.12 6.92 I SAgDLE F r' BEAM WITH THRU BOLT CONNECTION. PROVIDE ~ fit' , . ~ti , ~ SADDLE FOR (1) 2 X 12 RIDGE BEAM WITH THRU ~ ~ ~ • i 1, I I IE I I ~ ~I' I II I BOLtCON ~ ~ I; 1 ~ Q Q BOLtCONNECTION ;i-~ t.,` y I - II -I'- - - - - - - - - - - 1- - j II ~ ; i ~yy ~ O - iii 'I! I PRE-EN " . WOOq ROOF TRUSSES AT I 1 I 4" O.C. (TYP. U.N.O.) I I ty ~ r • rr t1„~,.,... V~........__s., y.~ `y1` ~ il~ I III w°', I I ~ :I; ::"°i r . ~ ~ ~ yy I~r da ~ SIMPSON RAFTERTIE - HSUR/L210-2 ; 1; ~ y\ lMy `y1 ~ I I I I - - - ;l; I I III .i a Q a I `I! I I I~ ~ ~ 3,~= SIMPS01 SIMPSON RAFTERTIE-LSSUH310 1r'' ,y` ~ ~yy;, y'~~ ' I :I ~I I l I I I I I I I I I ~ : _-----~---~-----I-- - - - i - ti ~ C ~ Q I ~ ~~7 ' I _ to I j , it I ~ I ~ I I I 1; l # f I y If l I Ili, I I .I I I I I I I I I I I I I II I I' II' 0 ~ I , I l I I I I I I { PREFABRICA I v.;~ L - - . , .y Vr PREFABRICATED WOOD TRUSSES: ~ o T I:~ ~ 1 MATERIA I ~ j # # # ~'t # L° . ~ . >I I N I I I I I I a. LUMBER: 1. MATERIALS: a. LUMBER: SPECIES PER DESIGN BY TRUSS MANUFACTURER; N0.2 GRADE OR BETTER (EXCEPT STUD GRADE MAY BE USED FOR WEB ~ III # I # I ~ ~ ~ I I M ~ ~ ~ I I I~ I I I I I I I I MEMBERS); 15% MAXIMUM M.C, I - - - - L,> I # f ` I I - - ~ ; , b. CONNECt4 b. CONNECTIONS: ALL INTERNAL CONNECTIONS ARE t0 BE DESIGNED BY THE TRUSS SUPPLIER. I METAL CO I i €I } ` I METAL CONNECTOR PLATES: GALVANIZED SHEET STEEL ASiTM A653 COATING GLASS G60, MANUFACTURE WITH HOLES, PLUGS TEETH, OR PRONGS UNIFORMLY SPACED AND FORMED. 'I { ' ~ ~ ' III PRONGS l I I ~ _ I I I I I I I I I I. III ~~-I - - - - ~ I ~ I tl) - - - ! c. HANGERS c. HANGERS: ALL TRUSS-70-TRUSS HANGERS ARE TO BE PR0IVIDED BY THE TRUSS SUPPLIER ® p 31 I ti) I TI 2. DESIGN: 'I I I. # : # I I ~ I I~ a. LOAgfNG; 2. DESIGN: a. LOADING; COPYRIGHT i I I I I I I I I I I I >YJI I I~. ~I I ~ i , TOP CHORC TOP CHORD LIVE LOAD: 25 PSF ~'2DO6 SCHOCH ASSOCIATES INC. .'I I _ _ _ _ , F I II l l i I' , I I~ TOP CHORC ~ C NTINUO S RIDG VEN I ~ TIg ;I I 1, w;; I I ' W ~ 6 2 113 BOTTOM Cf TOP CHORD DEAD LOAD: 10 PSF Au RIGHTS RESERVED III 6;92 Q~ I I I I I I I I I I I 1. BOTTOM cl BOTTOM CHORD LIVE LOAD: 20 PSF All designs, descriptions, spec'rfications, BOTTOM CHORD DEAD LOAD: 5 PSF and drawings are the property of 11L,~ I I, >I I it i I, I I ! ! ! I -EN , wood Roo~j TRUS~E AT I I ' -1. I - - - U~_,b U' ~ - - - I I NET WIND l Schoch Associates, Inc, Any reproduction NET WINDUPLIFt BPSF of thisdowmentordesignsandideas . I I I I 4 O.C. (TYP. U.N.O,) ~ TI~ - ! b. fN ADDITIO III I I I II Ili TO OVERU b. fN ADDITION TO THE UNIFORM LOADS INDICATED ABOVE, DESiIGN TRUSSES FORALL SUPERIMPOSED DEAD LOADS INCLUDING BUT NOT LIMITED contained within, is a directvioiationof ITS copyJght and natant laws TO OVERLAY FRAMING, CHIMNEYS, MECHANICAL EQUIPMENIf, ETC, DESIGN TRUSSES FOR THE EFFECTS OF SNOW DRIFTING WHERE Drawingaare not to be scaled. I I I ( II APPLICAB PPLIC BLE. Drawings may have been reproduced at 'I I - _ _ _ I _ _ ~ I c. DESIGN Of I I I I I I I I ~N I RETAINED C. DESIGN OF MEMBERS AND CONNECTIONS {S TO BE BY A PROFESSIONAL ENGINEER REGISTEiZED fN OHIO, EXPERIENCED IN SIMILAR DESIGN, a scale Omer than noted. I I I I I I I I 1 I I I III I U d. gESIGN BI I L- I. I I I I II I I I I I~ I I r i RETAINED BYTHE MANUFACTURER. d. DESIGN BOttOM CHORD OF GIRDER tRUSSES FOR tHE END (REACTION OF SUPPORTED TRUSSES. THE DESIGN OF ALL HANGER CONNECTORS I SHALL BE SHALL BE THE RESPONSIBILITY OF THE TRUSS SUPPLIER, o 0 ~ - I I I I I'~ I I r - 1 ` 3. SUBMITTAI I I I I I I I I I I 1 1: 3. SUBMITTALS REVISION a. SUBMIt TRUSS SHOP DRAWINGS WHICH EXHIBIT THE SEAL 0)F THE ENGINEER RESPONSIBLE FOR THE TRUSS DESIGN. I I~ a. SUBMIT T~ I I. f f I 1'~ I I I I I I I I I I I I I I li Ili b. SUBMIT L~ b. SUBMIT LAYOUT DRAWING WHICH INDICATES THE LOCATION IOF EACH TRUSS. 6/29/06 PRELIM, - _ it L---I'. ---I ---I ~ Is~ c. SUBMITH~ c. SUBMIT HANGER CONNECTOR TYPES AND LOCATIONS. - - - L_ - - r r ---I--- ---t---- I 1 1 1.... L... L... L... .........f i I l 1 1 l I 0 0 0 0 DRAWN BY : 1 I~00~ ~I ;oo~ ~~aN QQ oA~ 11V"9 1'-fJ" # II JUNE 29, 2006 -----;--t--~.._.__._ 0 0 I - I-i ' I- I ~ - - ® o II II .._.....I L...I ; I I I ! I I I j II II PAGE ~ : i ° L..1 L... r...l I II 1 II A°ll~a! I ~ --I-1 --I~-- I ' I I I II II II o II II I # II I . o 'J o I I # ~ .a~a ,~:..._a.,,~ II i I I ' PRE-ENG. WOOD JACK TRUSSES AT . --1 14~- 24"O.C.(TYP.U. N.O.) PRE-ENG. WOOD ROOF TRUSSES AT . 24" O.C. (TYP. U.N.O.) 2 U PER F UPPER ROOF PLAN CV-1 y 0 x~ .w .o a U ~ ~ V s Q o 0 . ~ • U o ; .a..... , ~ ..............._,...I l 1~ t ~ 1.1._x.._ 1~ - -_._L~_ - ~ - I , ~ ~ ~i ~ ..._,1. t..;.. J. . 1..._, ; ~ ~ h it „ -1-- - . - 1, ~ - ~ ~ ~ ~ ~ i ,.(-.1::_.. ~ ~ ; - - - ~,..T , _ 1~--,. „ „ ~ . I . Q , . o . . , w . , . i.:::::::.,. . ; :~~~...:::_..._::.r : . w ~ ~ z z Q w :,n: ~ o Q ~ ~ 0 W f - ~ COU~rYAi2n ~L~YA`fl N o w~sr W z a ~ ° ,r.: ~ Q z ~ J J 0 h, ~ ~ ~ Q~ a ~ - 4 ~ Q ~ ~ d Q U 0 e,.,:..,,,:,.~..,..,,..w.:.::,,.,.,.,,,.w.. ,.....,...,,w.:.:..,,: a,:> _.,,..:..L.:...~. I.,_~...... ~ ~ ~ ip..' i ~ i 9~ i ~i i ~ r ~ _ i i i i .1 ~ i i i i i i r.... I ~ _ _ I. VPV ~ i ~ i i i ,I ' , ' i>.:>:,.,..:,,,y, COPYRIGHT i .~~Y~~ i i i i i i i ~ i ~"2og6 SCHOCH ASSOCIATES INC. ~ , i............ i ~ ~ ~ ALL RIGHTS R~SERVIED I~ i _ - ~ f I : I; ~ I 'j ; ~ I j l ~ ~ All designs, descriptions, specifications, - ' I and drawln s are the ro rt of _ r.:, 9 P Pe Y , I' -J--~-~ I I I ~ .N..,•..., ~ ~ ,I it I I ~ ~ ~ , o.,`o, Schoch Associates, Inc. Any reproduction . ~ ~ ,~~~r_, 1 ~y , 1 ' _I_ of this document or designs and ideas 1 i ~ ~ l ~ contained within, is a direct violation of ....,.w.. ,n.,,.w..... 1 tl I LS. copyright and nateni /awe ~r p.~~-~' Drawings are not to be scaled. _ ~ w~: Drawings may have been reproduced at ..-.°~S. a scale other than noted. ....................................................:~a,..,.,..,..........., ...E r ~ ~ ' • ~ ::rrrr:::::::rrr.::r:::r::::ro. .::::r ; k ov~~ c~~sc~;~ ~vr~~ REVISION . ! ~ A ` ~ 6/29/06 PRELIM. k, i . a,. 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N1.77'tw~ F~iz ~"il~;tm r~Fd~J v-~F',4C;3tJr„-" ~ CC3t~N9.CTli~~1 A`~ !N€31CATE:E7 ~I ~JP Tt~{f~U ~s!?E.Tv~ Fi~~ 2:~ ~3 ~UL.E.Al~ TEtr ~T~ PL.R'Tty • w ~'/IN~~W I°'I~R ss> ~ GOLLARTIE n n I~ Y • o IIA II Q: +161--~ ~,~r \ ~ RAFTER ,L U ~ If~~~ , ~ i '1. r~ 1/2" ro THROUGH BOLTS SPACEDAS INDICATED W:~.~.D CNDS 01" S1"ECl. ILA' AT FLITCH PLATE RAFTCRS ~1"t"~!. F~I.A1"tma 7'QCit"T'H~l~ • ,Q! l..OCA770N) WITH FULL PENS rlTFi ErL3l.,L PEt~lrT't~}t7IUN V~+ELi7~ /9f~ ' ~ ; PULL DIWP•rH 18"WIDE FLAT C'E€LINIa ; ~ , fa ~ 1....... r m P4S'r @~EYOND r COLLAR TIE .,1 : RAFTER 2 x 12 RP,FTER ~ i~J 1~ o,c.. i 1~ 1~ ' . f ` 13A~-" x 111/x" LVL C9~ COLLAR Ttll"S ~11f.~,1~ Q~" as sa ~ ~4 ! SEIy R40F ~'t.AN x ! NOTE; FUR D4Whd RAFTERS AS REQ'D f~EQ'l:~ I E i - FhSClr~ ~'f3Pt€~,t?~ ~ ' z u . .............................L............................................;................................ • va ~ T4 PR.OV@DI~ FLUSH [.•ONDITION FOR . . _ ! 1/2" a THROUGH BOLTS GYIa. BD.1xE~'?ALLEY' ~'.AFTE~ DEPTH ~a~ ; , ~~PT~1 ' _ SPACEDAS INDICATED , i I E E I ~~~T't~. ~tt ~~~Tlt"~ r~.)a ~ a.8!?','f::(2 8'f;. f'l.Pi E'F.. COl.i.,11~'aE;~E. ~'.`3E.E: I~CC~F i=i~JvP.flNt:s ~'I.ihl'-0 FC12;.FA: IPdlt3 ~~1~''t"!T U ~ i 3~ • ~ ~O[~IF~~t3 ~;pOF ~'IR~T IµL€~~3R ~ Tf~ILL ~'LA cx1?~,~,~ t">n~' a 1~,r1 ¢a'-O E•L~~T~11 . • ; • ~+tPi C•L~ ~3~1"a ~-9~" ........................~....................~mm ; , LAP COLLAR'TIE STL. PLATE WITH RAP'I'ER S'f L PLATE i ; WIrLD AS SH4lhFN, t~ 1 ~ I 1 ~ 0 1 ° ~ r ~ ~ ' ; I' e ` LL ~ JJ LL IJJ i , E V~' e . cl ~ -'~k'm ~ / • ' W • : / TT<-i TT 1T i T 7T iT ''q,' . ~i l o 0 r , s ~ ~"Y-4~f4d.~C} "mo=t' 1' E3~r°.~';~~1w.3~ll~d~Y;'s ~ EIR~T' ~L//~y9yp~~~y ~A~aEMENT " aINCf ?•r~3"~ PrllAl~t1~', 5~'~C.~-~. ' 11 7'Ji 111.)`v ~ 1~i' t~ 4~v'~'k"?~i(?G \ TYp C L A l T 1 N U a o ;.T a $ o h~ o t ~ e ~ Z "'O i': b.: ' o <ro.• ~ '''t w ~::~W: x.. 1 SECTION THROUGH TOWER o o ,viq> f V O a 1 u s:: ~ ua~ 1-0 o; ~ VJ HANDRAILS & GUARDRAILS y e STAIR HANDRAILS SHALL BE A MINIMUM OF 0 ~3 W <o . 32"ABOVE TREAD NOSING WITH A MAXIMUM ° 2-5/8" HANDGRIP AND BALUSTERS SPACED C~ A~"o.c. GUARDRAILS SHALL BE A MINIMUM OF 4 v 7 0 # ••:'B.': i~~~. ~ 0..: n: h: 36" A.F.F. WITH BALUSTERS SPACED C~ 4"o.c. ~A~EMI~~T , -0'-81/x' . 6, a \ a h\ . h '~s~aC\ ,h h: \ ..h \h. h \\r h i oe»::;,o.:w::o;::.~.~ h u, l ::o::::i::i v::::. n; rya.::::>o;Fiii).'.n:o;.;~:.;:.~ ` J q......... x;tta::~1, : ..~.on;y::;::idi;;D.;:::::~. .,~.:o.::.:;;;o:~: oo::::ro.~ ~ .......:..o..;:::u c.i ' ANDRAILS AND GUARDS ~ H • TO MEET SECTIONS ND 8312 8311 A DE OIc ONlO Q Q 2004 RESIDENTIAL CO O rw • 1st FLOOR W 2 SECTION THROUGH GREAT 120 M T 0 121 011 W ~ _ 13'-4." , II 4M AX" RI SR II o ~ in Mi N. RU ~ N qqI : 1~~1 (p~~~ 0 Lam' °~~i \:1~I R ~"i OF DU BLIN LOWER LEVEL K ~I ~ 0 0 ' ~ 0 ' ' ~ COAYRIGHT ~r~,.r \ , OVIDE UNDERSTAIR PROTECTION PR ~ °a1o176 SCHOCH ASSOCV+TLS WC. ALL RIGHTS RESQRVED ` PER SECTIlON 8311.2.2 w..H..:.w...:.w..:::.. ........:...._........w . ....:..:.::.....:».,....»:._.w..,_:,...»,,.., 12 All designs, descriptions, specifications, 2004 RESIDENTIAL CODE 12 12 OF OHIO I~-/~~ and drawings are the property of g', ~ ~ ~ ~ , ~h Schoch Associates, Ihe. Any reproduction 4 SECTION THROUGH ~TA1R5 of this document or designs and Ideas ,'i t~, ~ contained within, is a dlrecf violation of ' ~ ~ I I.C ropyij hg t anA patent Uws I~~~~ Drawings are not to be scaled. h Drawings may have been reproduced at a scale other than noted. - - 12 12 t/ U~St WWG I'LAT~ +10' -1118" ';;@' 6 Q 6 +10'-11/8" , w.... 0 0 ::l.. .,f.. REVISION . ...r° ~..@.. o: ,1 n8 1 .r 1 ..r • I 1 11 ,:t g ...b ~ 1"8~ ~ 1 II... d t I ° ~ - ~ r: ik4 ~ fi ...w:`a. f f ~ ~ , t ;k I 1 T/GARAGE PLATE ' 1 u ii i.; +10.1 t/ j I a ~l I: . ii ~3 ! a ~ I ' E a I , t . t iE.. I:. P ~ r k' _ . Ep 3 i ~ i` li i~° ~ ~ j I : , I ~ ii ~i:E i~ id a I I •n 1' 8n 11nQ~1 <s< s i ~ ~ 0 ~1R5T FLOOR ; DRAWN BY ; +o 0 , .:i 3 ~ DATE I o...:. . , s. I E 29 2 06 0 ' r/~IRST FLOOR 01^011 0 0 h PAGE # -1-81 i /8 h: :i::': \?i::: i jY \ is h Q l : i \ \ , A l ~h. h: : \ ,::i h ~ o : . " " BASEMf=NT Q h ~ h v. . b. ~~i \ 4 h \ . a :o..: '~:t. ~ 'n:::..::: ? a. :o:: ' ( y:• fi'? c~ yy 0 W, DRAM- Y' O5 OECTION THROUGH GARAGE o a u4•=r-o~ cvi 3 SECTION THROUGH MAOTER & GU>r5T WINGS CC3 rky ..y rm xN .W .o s, E U r~ ':r 3 pAiZAp~T WALL WITH ALUM. COpI NG ii • ' i (2~ L~fi`4'E~,'Ci 3f/-1" f'L`s"uV{?C3C1 SLOpE CUT TO MATCH FASCIA BOARDS o ~ i STI~NLf~3GS~r~P~ ~ ~~e~~ ~~€.~v~ M~TAE. ~Ot~~ ~ O ~ o ~ se 3 ~ • 1f.? i='~.Y1~1C)I.JrJ - K~3~~'t;I.9T T~ ~ E E i 1f~" ~'!..°a'1~J4)f3U - ICIn:~,= ~C.pL.~C)W i2}'s~BEJa C~UTTl7irC?In9_U~~~'P~.FC~EUa E~FTE:'~~'C)~1v3T;;,UCTiC)N MODIFI1rD iZ00F ~ P~17C) 9f2 ~k1"GF.'~,I~~. t L`r'S^J[7 ~ U o E s _ ' ' ~ G'U1' TC) b~C7l~Lt?lN t~CJll)i3 OF"' f .........P ti1~~7 tf~ CXT. ~~At7~ ~ X t3 I;A~T'~:P~ a I -`r.. F~LI'W~3Uf~Tf? _r... 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ALUMINUM GUTT~12 ~ ' •H ' 1 1x.12 F121f~ZF BOARD ALIGNS WITH HOUSB FtZIFZB BOA12D p•' CONTIN. 2" VFNT ~ o b: \ T ~ 2 ~ 1 x 8 FASCIA BOARD ~ ;P t: ALIGNS WITH HOUSE FASCIA BOARD ~ J. 4 r' W 3 t ~ e ~ e " ~ `S i ~ E i E U ' z F i Z Q • F- U 0 ct • ~ Q w ~ 3 n~TAIL ~1~ONT n001Z 1~00~ OY~I2HANG O n~T'A1Li200E: ATTH12~~ 5~A50N iZ00M w ~'o i/4"~ P-O" 1/Q'u= ila^~a ~ ~ v ~ • Qz • J 0 H ~ ~ ~ QQ ~ O • ~ ~ ~ Q ~ 'Q Q 0 0 0 o a COPYRIGHT ~1oob SCHOCH ASSOCIATES INC. ALL RIGHTS RESERVED All designs, descriptions, specifications, and drawings are the property of Schoch Associates, Inc. Any reproduction of this document or designs antl ideas contained within, is a direct violation of I LS ropyjg rt and patent laws Drawings are not to be scaled. Drawings may have been reproduced at a scale other than noted, REVISION 6129/06 PRELIM. 0 0 ~~I DRAWN BY ; DATE ; JUNE 29, 2006 ~ ~ PAGE # ® L 0 0 d ~ , r ~ ~ , t. p,';~~ ~ ids LEY' 1 5ECTION THROUGH DEN O t C H 0 FOAM I'LAvTIC INaULATION TYPICAL FRAME ROOF CONSTRUCTION • 30YR, ASPHALT SHINGLES ALL FOAM PLASTIC 012 FOAM PLASTIC CORES IN x~ • ICE & WATER SHIELD OVER MANUFACTURED ASSEMBLIES USED IN BUILDING • 15# FELT PAPER CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING OF . wo • 7/16" OSB SHEATHING NOT MORE THAN 75 AND SHALLL HAVE A SMOKE • POSI-VENTS FORAIRFLOW UNDER SHEATHING DEVI=LOPED 1ZATING OF NOT MORE THAI450 wHEN U ~ ~ • 2x12 RAFTERS C~ 24"o.c. IN FRAMED AREAS - OR TESTED IN THE MAXIMUM THICKNESS INTENDED FOR USE t. PRE-ENGINEERED TRUSSES --SEE TRUSS PLAN IN ACCORDANCE WITH ASTM E 84 PER OHIO RESIDENTIAL AND MNFCTR. SHOP CODE SECTION 8314 Q DRAWINGS FOR TRUSS SPECIFICATIONS p1~01/ICJ~ FllZ~STOpI'1NG p~iZ C,A.~3.0.602.7 ~ ~ o • R-30 GATT FACED INSULATION • 5/8" GYP. BD. AT CEILING FIRESTOPPING SHALL BE PROVIDED TO CUt OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND u o HORIZONTAL AND FORMAN EFFECTIVE FIRE BARRIER . ~ BETWEEN STORIES AND BETWEEN TOP STORYAND ROOF ~ 0 SPACE. FIRESTOPPING SHALL CONSIST OFFIRE-TREATED . ~ 12 2x MATERIAL OR OTHER APPROVED ALTERNATE MATERIAL LIN1r OF 2 x 12 RAFTER 6 "51MPSON" HUtZIZICANE ANCHOR EACH END OF EACH TIZU85 U PRE-FIN, ALUMINUM GUTTER • 4 NOTE: TYVEI< HOUSEWRAP LAPS OVER RU66ER MEMBRANE ~ AND FLASHING _ _ _ TYPICAL TIZU58 6EAiZING PLArE Hr. +10'-11/8" INSULATION BAFFLE RUQQER MEMBRANE n FLASHING ATSILL QOARD DOUBLE PLATE "DI "DECI<ORATOR" (3ALLUSTERS SPACED AT 4" O.C. MAX i" TREX DEICI<ING t g', DECORATIVE BRACKET (CEDAR OR EQUAL) i FLASHING AT LEDGER BOARD 1~_.~« 1x 12 FREIZE BD o 0 1x TRIM BD r-~°' NOTE; NOTCH TOP OF 6 X 6 COLUMN rYP. TO RECEIVE (z) z x ~2 HEADER 1' ~ N 3/8 ROUGH SAWN PLYw00D SOFFIT w/2" CONTINOUS VENT -n ~ X 6 FASCIA - CUT TO 4" TALL ....r-^-~--- 3 1x 8 FACIA W I - HARD-I-PLANK CUTTO RADIUS PER ELEVATION ~ ~ U DECORATIVE CEDAR aRACI<ETT ~ ~ z i z x ~z DE I<JOISTS ~ 'Z Q DOU(3LE2X~2CONTIN.LEDGER i W PLYWOOD SPACER ~ U O ~ SILL PLATE FLASHING ATTOP OF COLUMN -PAINT ~ ' ~ Q TYPICAL WALL CONSTRUCTION ~/z" ~ LAG QOLT STAGGERED C~ ~ 6" O.C. I I ~ ~ ~ • TYPICAL STUCCO EXTERIOR SYSTEM GRADE: SLOPE AWAY FROM ALONG LENGTH OF LEDGER BOARD ; ~ ~ T _ ~ BUILDING MIN: 6" C~ 10`-O" WIRE MESH SCRATCH COAT-BROWN COAT-FINISH COAT NOTE; TYVEK HOUSEWRAP ~ . 0 • TYVEK (OR EQUAL) HOUSEWRAP ~ LAPS UNDER RUa6ER MEMBRANE a U • 7/16" OSB SHEATHING Qz • 2x6 STUD FRAMING C~ 16"o.c. MANUFACTUREDSTONEVEENEER ' ~ ' ~ ~ • R-19 GATT FACEDC INSULATION. 0 ~ "TRIMTEC" STONE COLUMN AROUNID 6 X 6 ! ~ ; ~ • 1/2" GYP. BD. 6 X 6 TREATED W00 D POST ~ Q q ~ O _ ±o'-o" ~ f_ ~8 0~ SON(OTUBE ~ ~ ~ 117/8 DP. LSL RIM JOIST Q I I ~ ~ ~ ~ a BORIC TREATED SILL PLATE ~ ~ ~ 'Q Q . .,,L~ ~ ,.,...~.~,.u.,.,. ~ ~ 1 1/2" AN HOR BOLTS. 7" fNTO CONC. C~ 72"o.c. C , N 12 MAX, FROM COR ERS - o 0 0 0 TYPICAL FL00R CONSTRUCTION COPYRIGHT • SCHEDULED FINISH FLOOR --SEE FLOOR PLANS ~1DO6 SCHOCH ASSOCIA1kS INC. • 3/4" T&G PLYWOOD SUBFLOORy GLUED & NAILED 2~~ C K n ~1'A I L ALL WGHTS R€SERVLD • 11-7/8" TJI JOfSTS C~ 16"o.c., TYP. All designs, descriptions, specificatans, and drawings are [he property of • R-19 GATT INSULATION Schoch Associates, Inc. Any reproduction of thls document or designs and ideas • 3/8 ROUGH SAWN PLY FFIT BOAR C~ ANTIL V RS - TYP . wooD so D c ~ ~ , contained within, is a direet violation of ~l S ropyrighh»~d~ afent laws • 1/2" GYP. BD, C~ FINISHED SPACE DU-ROCK IN WET AREAS , . ( ) Drawings are not to be scaled. f)rawings may have been reproduced al a scale other than noted. 0 TYPICAL FOUNDATION WALL CONSTRUCTION 0 REVISION A a NOTE SEE DDITfONAL SHEET DUC-2H FOR TYP. FNDN. 6/29/06 PRELIM. WALL CONSTRUCTION TYPICAL FURRING WALL • 1"AIRSPACE OFF CONC WALL _ • TREATED 2 X 4 STUD • R-11 BAIT fNSUL • 1/2" GYP BD. PAINTED , o DRAWN BY TYPICAL BASEMENT SLAB CONSTRUCTION DA7F ; • SCHEDULED FINISH FLOOR --SEE FLOOR PLANS JUNE 29, 2006 • 4"CONCRETE SLAB • 1/2" COMPRESSIBLE FILLER C~ EDGES 0 0 • 6 mil VAPOR BARRIER • 4"MIN. COMPACT FILL aAS~M~Nr o ' _ -9'-81/4" PAGE # TYPICAL FOOTING CONSTRUCTION 11°~®~ T" - H" F NP FOOTING NOTE SEE ADDITIONAL SHEE DUC 2 OR o AND DRAIN TILE CONSTRUCTION 0 0 P. U~3^ll 13i~,~Y p'iy ?,y~_ J~~ i ~ Y O TYPICAL WALL SECTION 01 0 MARIZIOTT DOOiZ SCHEDULE SCHOCH A550CIATES ©2006 DOOR SIZE THICK LABEL WIDTH i HEIGHT NESS TYPE MATERIAL HARDWARE REMARKS: N • 001 2'-8" x 6'-8" 1-3/4" II WOOD PRIVACY POWDER ROOM • w .___..._._.002.._„ 2''8" x 6'-8" 1-318" II WOOD PA55AGE MECHANICAL ROOM • g 003 2'-6" x 6'-8 1-3/8' II WOOD CLOSET BEDROOM 2 CLOSET U ~ 004 2'-8" x; 6'-8" 1-3/8" II WOOD PRIVACY BEDROOM 2 005 2'-8" x 6'-8" 1-3/8" II WOOD POCKET BATHROOM • :o 006 2'-8 x 6' 8" 1 3/8 II WOOD POCKET BATHROOM Q 007 2'-8" x 6'-8" 1-3/8 II WOOD POCKET BATHROOM O • 0 008 2'-8' x 6'-8" 1-3/8" II WOOD PRIVACY BATHROOM 009 2'-8" x 6'-8" 1-3/4" II WOOD PRIVACY BEDROOM 1 ' ~ 010 5'-0" x 6'-8' 1-3/8" II WOOD/DBL DUMMY CLOSET -BEDROOM 1 • U p 011 .........................5'-0" x 6'-8"............1-3/8" II WOOD/DBL PASSAGE STUDY • 012 2'-8' x 6'-8" 1-3/4" II WOOD PASSAGE STORAGE O _ . _ _ _ _ _ _ _ _ _ _ _ LL u 101 3'-0 x' 8'-0" 1-3/4 I GLASS/WOOD PRIV. w/DEADBOLt FRONT ENTRY DOOR -ARCHED • ~ I 5EE EXTERIOR • o0 102 16'-0" x 8'-0" - IE~EV. METAL AUTO GARAGE GARAGE DOOR r _ 5EE N ' EXTERIOR • 103 9'-0" x!, 8'-0" - IEI_EV, METAL AUTO GARAGE GARAGE DOOR 104 3'-0' x' 8'-0' 1-3/8" II WOOD PRIV. W/KEYLOCK B-LABEL /GARAGE 105 2'-8" xi 8'-0" 1-3/8" II WOOD PASSAGE LAUNDRY _ _ ~ 106 2'-8" x: 8'-0" 1-3/8" II WDOD PASSAGE GUEST BEDROOM CLOSET ......107 ........................2.-8" xl8'-0°..._...__~-3/8'~..............I~_.._......._...........WOOD...............................PRIVACY.................GUES7BEDROOM..................................._......_._..._............_.....__...... . 108 2'-8" xi 8'-0" 1-3/8" II WOOD POCKET GUEST BATHROOM 109 2'-D"! x 8'-0" 1-3/8" I! WOOD DUMMY LINEN CLOSET 110 2'-8"! x': 8'-0" 1-3/8" II WOOD DUMMY HALL CLOSET 111 2'-0 x: 8'-0" 1-3/8" II WOOD DUMMY FRONT HALL CLOSET <~< < 112 2'-0" x $'-0" 1-3/8" II WOOD DUMMY FRONT HALL CLOSET 113 2'-8" x 8'-0" 1-3/8" II WOOD POCKET POWDER ROOM 114 3'-0" x 8'-0" 1-3/8" II WOOD/DBL. PRIVACY DEN 115 2'-0"' x 8'-0" 1-3/8" II WOOD/GLASS PRIVACY DEN 116 2'-8" x 8'-0" 1-3/8" II WOOD PRVCACY MASTER BATHROOM _ _ 117 2'-8" xl 8'-0" 1-3/8" II WOOD PRIVACY MASTER BATHRM TOILET RM. ~ UJ 3 _ _ _ _ _ _ V . ~ Z Q W u 0 ~ Q w N ~0 O n001Z SCH~nUL~ ~ z a ~ o • Qz MARIZIOTT: WINDOW 5CHI:DUL~ SCHOCHA550CIATES©2006 ~ J ~ ROUGH OPENING WINDOW ~ a'~ LABEL I I WIDTH HEIGHT I I TYPE MODEL # QUANTITY I REMARKS: • ~ QQ A 2 11 3/4~ X 3' 11..3/4' _(CASEMENT 3547...._ 6 BASEMENT EGRESS....... _ ~ O B 5'-0" x ! 6'-10" FRRENCH DOOR 6082 1 LOWER LEVEL REC ROOM • ""I C 2'-13/4!x', 2'-1 3/4' FIXED FULL CIRCLE CUStOM 4 LOWER LEVEI.STUDY, ENTIZYTOWER _ 0. D 2'-5 3/4' x 2' S 3/4~ CASEMENT 2929 7 GARAGE MASTER BEDROOM SUITE ........................3.....".....,.....' .......3 M . Ny E 1 11 /4, x 5 -5 /4 CASEMENT 2365 4 DINING ROOM HALLWAY . Q F 2-5 3/4 x 5'-5 3/4' CASEMENt 2965 2 GUEST BEDROOM U G 3'-113/4' x 5'-5 3/4' FIXED 4765 1 DINING ROOM _ H 2'-13/4'! x 4'-53/4" CASEMENT 2559...... 2_ _ _ KITCHEN _ _ - _ ~ I I 2'-11 3/4' x 5'-113/4° CASEMENT 3571 4 GREAT ROOM ~ J ._2'-101/4" x 8'-0" FRENCH DOOR 3496..... 3 GREAT ROOM K 2'-101/4" x l 2'-13/4" FIXED TRANSOM 3425 3 GREAT ROOM L 2' 8"', x ! T 1" FIXED OVER CASEMENT 3559 / 6 3 SEASON ROOM o 0 3525 M 2'-101/4" x 8'-0" FRENCH DOOR 3496 1 3 SEASON ROOM o 0 N 2' 1 3/4~ X 2' 13/4' FIXED TRAN50M 2525 3 DEN _ COPYRIGHT 0 2-13/4' x 5'-113/4" CASEMENT 2571 2 MASTER BEDROOM _ _ _ T"2oo65CI10CHAS50CIATIESiNC. p 4'-113/4' x 5'-113/4' FIXED PICTURE 5971 1 MASTER BEDROOM A« RIGHTS R~S~RVED Q 2'-1 3/4 ~ x' 4'-5 3/4' FIXIED ARCH TOP CM2553 3 MASTER BATHROOM nil designs, descriptions, speclFlcatlons, and drawings are the property of R 2''11 3/4! x' 5'-5 3/4' FIXED CASEMENT 3565 1 HALLWAY Sch«h Associates, inc. nny reproduction . _ of this document or designs and ideas S 2'-5 3/4 ~ x' 4'-113/4" FIXED ARCH TOp CM2959" 3 HALL TO GARAGE mntained within, is a direct violation of II_C. copy~g rt and aatenY Uwe - Drawings are not to he scaled. Drawings may have been reproduced at ascale other than noted. I I 57 !TOTAL p o DENOrES cusroM uNlr 51zE REVISION : 6/29/06 PRELIM. 02 WINnOW SCH~I~UL~ LIGHT AND V IGHT AND VENTILATION SCH~DUL~ ORDINANCE REQUIREMEDVTS ACtUAL PROVIDED ~ o DRAWN BY ; i DATE ; NATURAL LIGHt AND Y/ENTILATION NATURAL LIGHT AND VENTILATIO REMARKS ~ AREA It00M ROOM NAME SQFT SQ. Ft. GLASS SQ. Ft. VENT SQ. Ft. GLASS SQ. FT. YENt ~ U N E 2 9~ 2 OQ 6 ~11Z9T FLOOtZ IR9T FLOOR KITCHEN/BREAKI TCHEN/BREAKFAST/ FAMILY 906 72.48 :36,24 79.80 71.80 _ GUEST BEDR001 JEST BEDROOM 139 11.12 5.56 25.40 27.80 DINING ROOM NING ROOM 168 13.44 6,72 32.90 16.80 PAG>: # DEN .N 147 11,76 5.88 18,90 35,90 ~ 3 SEASON ROOb SEASON ROOM 210 16.80 8,40 96.60 31.80 0 MASTER BEDRO~ ASTER BEDROOM 311 24.88 12.44 42.20 18,40 MASTER BATHRi ASTER BATHROOM 190 15,20 7.60 19.20 100 CFM 0 0 LowER LEVEL ~wER LEVEL BEDROOM 1 :DROOM 1 140 11.20 5.60 18.20 20.00 ~ y w; r ry~i' ~ kta t' , acnnnn~ ~ n cnnnn~ a n en ~ n!. ~ ~ 1, l..,., i <~u~c:a ~~`i~'r.. V LVI~VVIVI G vwvm a Ia7V IV.'-tV U.GV IO.GV GV.VV / 1>" "QCs y.~z STUDY fUDY 228 18.24 9.12 **NOTE THI5 ROOM SHALL 5E SERVED WITH ARTIFICIAL IGHT AND VENT 13 RECREATION R0( ~d tl P3, R.N.) F EY :CREATION ROOM 742 59.36 29.68 46.10 36.60 ADDITIONAL ARTIFICIAL LIGHT WILL BE PROVIDED TO THI5 SPACE tl 0 b tl k; s p C 1 G r tl LIGHT & VENT SCHEOULE U A/c AJC ~i i, rw p.a ~ \ a, F.b'a~ r x.. WPGFI WPGFI ...w r, r c. ..c fr , ~ j 1 e 0 r ,w ° a p.• FI F Y ~ s;b, .p. r p.,.:;.. i ; i ~ o WH i JdH ~ ~ SUMP a < ~ TH OOM QA U ~ ~ ?i„ i I . v .s HWH I'' (3ATH R00 tNH i ;1t SUMP i • Q QEDROOM ~ i ~ i ~ i . i ..n Q (3EDROOM z 1: ,p I I ~ CLOSET 5 ~ SLAQ ON GRADE ' • U Q ~ ~ SMOKE SMOKE SMOKE ~,,f 8 5 v ,.,_,I g DETECTOR DETECTOR DETECTOR 0p GM ; , v N ( ~ G cARBO 0 MECH ROOM MONOXIDE DETECTOR k • ~ ~ U ' 3 U TO LT. ~ i Q. ~ I' I ~ U i ; • I' I ~ .r, NOTE: PROVIDE BACK-UP GENERATOR A5 SELECTED BY OWNER • Q ..p; _ ; s• V J ii i ,v, RECREATION ROOM I,I p. url.Ers IN FLO m;`, .x , Lam- _ ~ r 0 _ I pEiZ OWNER LOCA710N ; ~ 'a ;:a:: .4'. i ~ ....~.>A •p l~~~ . ........c.. ..n....... ',a P. 0 '1' POWDER GFI FOR REF FO IGE ROOM MAKER II- ?F:• QAR '•i ,vI lI W GFI I W 3 I'I ~ U r Z z o !a' Q . ..p,"~ . . . ~Z~. i ' ICI ~ ~ W u 0 ~ Q j,+ 3 ~ ~o w I1 I' I W ~J T STUDY ,R; a ~o I;~ Qz WINE ROOM °~I o ~ ~ w ~ ICI a,: QQ ,,,p;, , , ,e,: ~ ~ 0 - V' .'n~i ~ f. ,.....,.,.e.... "„u. 11 r If b",, ~ W ~ - - - II 41w Q I I - 1`a. q E I' E ~I.ECTIZICAL SYMF30L9 d ~ U ,•~r ~ II~ i ; 2'x4' DROPPED CEILING FLOURESCENT FIXTURE ~ ~ "1"INDICATES EMERGENCY CIRCUIT ~ c EMERGENCY / SECURITY LIGHTING WITH ~ BATTERY BACK-UP I;E o RE i ~ ILLUMINATED EMERGENCY EGRESS 51GN5: ;s; j SHADED SECTIONS 'INDICATE 51GNAGE LOCATION 2'x4' DROPPED CEILING FLOURESCENT FIXTURE UNFINISHED STORAGE ARROWS INDICATE DIRECTIONAL SIGNAGE (AND o 0 ~..,r ~ ® '~I~'EIND~ATES WALL MOUNT COVE l DIRECTIONAL FLOURESCENT FIXTURE COPYRIGHT I~ { ' ~ a'~ i ®2006 SCHOCH ASSOCIATES INC. r~~ °;3 ~ COMBINATION SMOKE & CARBON MONOXIDE DETECTOR ~mm~~ SURFACE MOUNTED FLOURESCENT FIXTURE ALE RIGHTS RESD RVED "J ® "INDICAtES WALL MOUNt All deslgns, descrlptlons, speclHcations, ' '•i ~ a SUSPENDED FLOURESCENT LIGHTING FIXTURE and drawings are the property of ~1 CARBON MONOXIDE DETECTOR Schoch Assxiates, lnc. Any reproduction of this document or designs and ideas ~~t O " "INDICATES WALL MOU N7 contained within, is a direct violation of 1LC r~pyrjght and pate ,t laws Drawings are not to be scaled. F\.. pANELBOARD BfZEAKER/CIRCUITS - - SURFACE MOUNTED TRACK LIGHTING SYSTEM Drawings may have been reproduced at SMOKE DETECTOR, T"INDICATES WALL MOUNT . :.p,t .`a: ~q).•., :~~.~p gyp. . `A'" ® "b" REPRESENTS INDIVIDUAL LIGHT FIXTURE a scale other than noted. 1 7HERM05TAt SUSPENDED T12ACK LIGHTING SYSTEM o f (1~ "b"REPRESENTS INDIVIDUAL LIGHT FIXTURE REVISION GAS LINE UNDERCABINET LIGHTING UNIT 6/29/O6 PRELIM. CIRCUIT # CIRCUIt DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT # "0" REPRESENTS INDIVIDUAL LIGHT FIXTURE Oc - COAXIAL CONNECTOR 1 REFRIGERAtOR KITCHEN LIGHTING 2 3 RANGE GREATROOM LIGHTING 4 TELEPHONE & DATA JACK SURFACE MOUNTED CEILING FAN 5 DRYER FOYER/HALLWAY LIGHTING 6 DATA JACK 7 WASHER GUEST BEDROOM LIGHTING 8 9 DISHWASHER MASTER BATHROOM LIGHTING 10 I TELEPHONE JACK RECE55ED EXHAUST FAN,"T"INDICATES WALL MOUNT 11 MICROWAVE MASTER BEDROOM LIGHTING 12 13 DISPOSAL GUEST BATHROOM LIGHTING 14 0 JUNCTION BOX RECESSED INCANDESCENT FIXTURE /EXHAUST FAN 0 0 15 FURNACE UNIT GARAGE DOOR OPENER 16 (I'` SWITCHED DUPLEX rECEPTACLE 15 AMP 125VA.G ~ DIRECTIONAL RECESSED INCANDESCENT CEILING FIXTURE DRAWN BY : l1TT DATE : 17 FURNACE UNIT GARAGE DOOROPENER 18 19 AIR CONDITIONER BSMT REC ROOM LIGHTING 20 QUADRAPLEX RECEN'tACLE 15 AMP 125V A.C. ~ INCANDESCENt PENDANt FIXTURE 21 BSMNT BEDROOM 1 LIGHTING 22 DUPLEX RECEPtACL.E 15 AMP 125V A.C. JUNE 2 9 ~ 2 6 23 AIR CONDITIONER BSMNT BEDROOM 2 LIGHTING 24 SMALL TEXtACC,OMPANING OUTLET INDICATES MODIIFIERAS FOLLOWS: INCANDESCENt SCONCE (WALL-MOUNTED) FIXTURE o 0 25 KITCHEN OUTLETS 26 "gfi" - GROUND FAUL'.T INTERRUPTER 27 SUMP PUMP MASTER BATHROOM OUTLETS 28.„ "220" -15AMP 220V~ A.C. RECEPTACLE WALL MOUNTED CLOSET LIGHT TO MEEt LOCAL ELECTRICAL "42""-A NUMBERIt`VINCHEDINDICATES(NON- ~ CODE 29 BSMNT BATHRM LTG GUEST BATHRM OUTLETS 30 StANDARD) HEIGHT( A.F.F. 31 BSMNT BATHRM OUTLETS EXTERIOR OUTLETS 32 PAGE # 33 BSMNT STUDY LIGHTING SMOKE DETECTORS 34 SINGLE POLE SWITCH 15 AMP 120-220V A.C. ~ SURFACE MOUNTED INCANDESCENT CEILING FIXTURE SMALL TEXTACC;OMPANING SWITCH I~ c Il ®ll 35 BSMNT OUTLETS FIRST FLOOR OUTLETS 36 INDICATES MODIIFIERAS FOLLOWS: l ll 37 SPARE FIRSt FLOOR OUTLETS 38 "D" - DIMMER SWITCIH ® RECESSED INCANDESCENT CEILING FIXTURE "3" -THREE POLE 39 SPARE SPARE 40 a o Nord: NEW PHONEJACKS t0 HAVECAt 5 (HIGHSPEEDINTEKNET) WIRE ALL ELECTRICAL WOWC 6FiALL COMPLYWlTH THE ~ o LOCAL JUWSDICTION ELECTfZ1000l7E5 LATEST EDITION ti ~ r~., d7 'n. ~ r, h < 1o BASEMENT LIGHT & POWER PLAN C' s c y.a I' 00 ~,,uAy'o 0 A/c A/c GAS o i ~ G G - ~ I GFI I i GIBS ~ ~ N V \ / I I GF 1 GFI • I o • W KITCHEN CLOSET o DINING ROOM C , i_ U ~ ~ ° GUEST QEDR00M I GFI D H 00 Q ' ~ 'wPGFI ~ o I ~ r 1I I I o f I I I '-::::~2tJ::::::- GARAGE • o II II , II II GFI II II II II II CAI. LAUNDRY GFI • U o II II II II II G i I I I I I I I I SMOKE DETECTOR ' II II II II II II II II II GFI ~ . ~ O II II LINEN s I II II II II II I • ~ II II II II - II - - - - - - - - RE II I II I I N 0 • FOR LIQ~IHT FIXTU LOOK OUTLETS I I ~ II ° I~ o r..^.:::... I ~ ~ I I I I f vi ON TOp OF COLLAR TIE I I I I ~ i ' I ii I ' I ° II II II II I I I I I I I I I AT RO I I I I s II II II I I I I I ~ ~ ' ti1r/ i~~ I I I I fi ~ ~ ~~°x i • II II II II II II II II I I I I yy, Q I I I I I r ~ ~ r~ l»~ II II II II II I C 5 I I ,.5 Cry;. II II II II II I CARBON SMOKE ~ II II II II II I 3 MONOXIDEDETE DETECTOR II II II II II I aoR _ I l i. l S I I I I h~; - II II II II II I I , II II ' . II II I II II II II I ~ . 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Eii' .__i ~ii' E° ELECTRICAL SYMBOLS ~ ~ ER 6EDROOM MAST ~ ~II, ~ 1i~ i s TER ~ MAS ~~I SM KEDETECTOR CLOSET DRESSING 2'x4' DROPPED CEILING FLOURESCENt FIXTURE O "\"INDICATES EMERGENCY CIRCUIT ~ ..I ,,I ; EMERGENCY /SECURITY LIGHTING WItH BAtTERY BACK-UP _ GFI l i ILLUMINATED EMERG'~ENCY EGRESS SIGNS; I MAS ER SHADED SECTIONS INDICATE 51GNAGE LOCATION 2'x4' DROPPED CEILING FLOURESCENT FIXTURE ARROWS INDICATE DIRECTIONAL SIGNAGE (AND ~ ~ (3ATH OM GFI DIRECTION) COPYRIGHT ® "INDICATES WALL MOUNT COVE / DIRECTIONAL FLOURESCENt FIXTURE X1006 SCHOCH ASSOCIATE C. COMBINATION SMOKIE & CARBON MONOXIDE DETECTOR SURFACE MOUNTED FLOURESCEN7 FIXTURE uE wGHTS aESERV~ a ® " "INDICATES WALL MOUNT All designs, descriptions, spec'rficatfon s SUSPENDEDFLOURESCENtLIGHTINGFIXTURE and drawings aretixpropertyof Schoch Associates, Inc. Any reproduction CARBON MONOXIDE DETECTOR of mis document or designs and ideas CO " "INDICATES WALL MOUNT contained within,isadirectviolationof Drawings are not to be scaled. ® SMOKE DETECTOR, "'T" INDICATES WALL MOUNT ~ . - SURFACE MOUNTED TRACK LIGHTING SYSTEM tirawmgs may have been reproduced at a scale other than noted. REPRESENTS INDIVIDUAL LIGHT FIXTURE ~ o THERMOSTAT SUSPENDED TRACK LIGHTING SYSTEM o "d" REPRESENTS INDIVIDUAL LIGHT FIXTURE REVISION N5: ~L~CTI21C LOAD CALCULAT 0 GAS LINE UNDERCABINEt LIGHTING UNIT 6/29/06 PRELIM. "0" REPRESENTS INDIVIDUAL LIGHT FIXTURE AL MAIN ' !VOLTAGE; 11120/240 PANEL ID; DEASEY/H E Oc - COAXIALCONNECTO~Z OM PHASE; ' 11.P1 LOCATION; MECH RO MOUNTING SURFACE ' WIRE; ,3 TELEPHONE & DAtA,JACK ~ SURFACE MOUNTED CEILING FAN MAIN SIZE: ,300 AMP MAIN TYPE M.L.O, a DATA JACK y BREAKER CUI PHA BREAKER {`,J'} RECESSED EXHAUST FAN,"T"INDICATES WALL MOUNT SIZE T # SE SIZE AP1 8,01 CIRCUIT DESCRIPTION WIRE SIZE GND SIZE GND SIZE 'WIRE SIZE ; clRCUlr DESCRIPTION B~' ~ 12 12 I tELEPHONE JACK REFRIGERATOR 1.50 20 1 A 2 20 1.00 KITCHEN LIGHTING 12 12 _ _ _ _ _ 12 RECESSEDINCANDESCENTFIXTURE/EXHAUSTFAN O JUNCTION BOX 2,2p 20 3 B 4 20 120 GREATROOM LIGHTING 12 12 :RANGE _ _ _ _....ALLWAYLIGHTIN_.. 14 0 0 5.00 20 5 A 6 15 0.80 FOYER/H _ 12 12 DRYER _ _ SWITCHED DUPLEX R;ECEPtACLE 15 AMP 125V A.C, ~ DIRECTIONAL RECESSED INCANDESCENT CEILING FIXTURE DRAWN BY ; _ 1,50 20 7 B 8_ 15 0.80 GUEST BEDROOM LIGHTING ~,4,,..._. _ 12 12 'WASHER _ 14 1'f DATf ; ASE 1,20 15 9 A 10 15 0.80 MASTER BATHROOM LIGHTI _ _ _ 14 14 DISHW _ _ _ QUADRAPLEX RECEPTACLE 15 AMP 125V A.C. r~~,~n, INCANDESCENT PENDANT FIXTURE 15 11 B 12 20 0.80 MASTER BEDROOM LIGHTING 1 Z _ _ 12 14 14 MICROWAVE 1,00 DUPLEX RECEPtACLIE 15 AMP 125V A.C. ~ U N E 2 9~ 2 U~?1./6 120 15 13 A 14 15 0,80 GUEST BATHROOM LIGHTING 12 _ _ _ 14 14 DISPOSAL _ _ _ 14 14 SMALL TEXTACC~OMPANING OUTLEt INDICATES MODIIFIERAS FOLLOWS: INCANDESCENT SCONCE (WALL-MOUNTED) FIXTURE ~ o FURNACE UNIT L2p 20 15 B 16 15 0.50 GARAGE DOOR OPENER _ _ 12 12 _ . "gfi" - GROUND FAUL`t INTERRUPTER FURNACE UNIt 1.20 20 17 A 18 15 0,50 GARAGE DOOR OPENER 12 12 _ "220" -15AMP 220V' A.C. RECEPTACLE WALL MOUNTED CLOSET LIGHT TO MEET LOCAL ELECTRICAL . IR CONDITIONER 920 19 B 20 15 0,80 BSMt REC ROOM LIGHTING 10 10 A 30 _ "42""-A NUMBER 16J INCHED INDICATES (NON- ~ CODE ~ ~ StANDARD) HEIGHT' A.F.F. T ~ ~ PAGE # . 21 A 22 15 0,80 BSMNT BEDROOM 1 LIGHTING 12 12 _ 10 10 AIR CONDITIONER _ . _ . _ _ _ _ . g,20 23 B 24 15 10.80 BSMNt BEDROOM 2 LIGHTING 14 _ _ 10 10 AIR CONDITIONER _ 3p _ _ 14 14 _ 25 A 26 15 0.80 KITCHEN OUTLETS _ SURFACE MOUNTED INCANDESCENT CEILING FIXTURE ~ ,C}~ SINGLE POLE SWItCIH 15 AMP 120-220V A.C, ~ ~ » 10 10 AIR CONDITIONER _ 14 ~SMALLTEXtACC;OMPANINGSWITCH ~.a~1,,,. Il INDICATES MODIIFIERAS FOLLOWS; ~ 0.80 15 27 B 28 15 LOD MASTER BATHROOM OUTLE S _ 14 14 SUMP PUMP _ _ _ "D" -DIMMER 5WIICIH ® RECESSED INCANDESCENt CEILING FIXTURE 0 15 29 A 30 15 0.50 STUDY BATHRM OUTLEtB 14 14 14 14 BSMNt BATHROOM LTG ~ 5 _ _ _ _ . o "3" -THREE POLE ~ ~ r.H.,,. TS 0,50 15 31 B 32 15 0,50 EXTERIOR OUTLETS 14 14 BSMN7 BATHROOM OUTLE NorE: NEW!'HONEJACKyTOHAVECAtS(H1GH5PEEDJNTElZNET) WIRE w..-a, 0.50 15 33 A 34 15 0.80 SMOKE DETECTORS 14 14 14 BSMNT STUDY LTG _ _ _ _ . ALL ELECTWCAL WOKK SHALL COMPLYWITH THE o e~ 15 35 B 36 15 0.50 FIRSt FLOOR OUTLETS 14 14 14 14 'BSMNT STUDY OUTLETS 0.80 LOCALJUfZ15D1C170NELECTWCCODES--lttTE5TED1710N ' y t, n ! r I ,ti a :~A ~5 0.50 FIRST FLOOR OUTLETS 14 14 14 14 SPARE ~r 1 14 14 SPARE 15 39 B 40 15 - SPARE 14 14 vV CONNECTED LOAD PANEL SUMMARY: 1 FIROT FLOOR LIGHT & POWER PLAN w =f -o" a . PHASE A: 27.60 KVA 115.00 AMPS PHASE B: 24.10 KVA 100.42 AMPS TOTAL: 61.70 KVA I 215,42 IAMP5