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05202001 Permit File City of Dublin Requisition for Purchase Recommended Supplier Information Purchase Date: 02 Jul 08 Vendor # : Vendor Name: Sullivan Builders, Inc. From Department: Building Address 1: 6296 Proprietors Road Address 2: Finance/Purchasing Use Only: Cit : Worthington State: OH Zi : 43085 Unit of Account Item Quantity Measure Description Number Unit Price Extended Price 1 Conditional Occupancy Refund 805-0210-710-2914 2 3 8000 Ave Road 4 Permit No. 05-202001 $500.00 $500.00 5 6 7 8 PLEASE INCLUDE ADDRESS & 9 PERMIT # ON CHECK STUB, THANKS. 10 1[ Department Head Approval Date u TOTAL $500.00 sS y~- j ?~Ce iPe-t~ Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614/410-4670 CITY OF DUBLIN Inspection Line: 614/410-4680 CONDITIONAL APPROVAL AGREEMENT % This agreement made and entered into by and between 4~X1t t 0,%J ~ JAS I-$ 10W.. . (Pre j M a er/ era Contractor Herein after known as the Project Manager/General Contractor, and J y4%&%%" % ) (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: ye. %U- 0 v Building Permit No. e 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) 5 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.doe Page I of 2 Updated 4-02 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items are not completed on a timely basis, and within the schedule contained in item 5 of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect. 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. ?s-tsA . ~Iw t L Project Manager/General Contractor Date Project Manager/General Contractor (Signature) (Please Print) / , P 7 Owner/Occupant D e Own Occupant (Signature) (Please ) 1 2111 1~7 ed ity of Dublin Date \\DUBLINDATA_PER_SERVER\PER\PER\THOMEW\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY AGREEMENT.doe Page 2 of 2 Updated 4-02 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type COW)MOW (rcJ%2A&VC:t Application # a 9o'too) Date The undersigned inspectors checked your property at ! fP'QQQ :h 9D for compliance with Building Code. Any violations listed below must be corrected within days. VIOLATIONS r /yl Pa- r3c t IUT~ I o 2 ~D-l f v c4iZ~ (htx`r 8.E Sf -~As~ F2 COND12- onrJ9,i. nCC-sRAn i AND 1 4~ Q2ZJ tkl Ai A i cN~ I~2 ~ ~ j!1-k~ c,~ Lz~~ ~ ~ P ~o utl L ~P-~ dYl c` I3f ~ 4 ? APPROVED ? DISAPPROVED By - Q `CONDITIONAL f / 2 ~UG ~yL {v ~pv'7NG S j-vf~ er SUi?~ 6h`/gNG'N~ / O' 1 r5 F,~/? c./c v ter- J-.~F v aF - , ..a ~ _ ...-r ~ p A- 42-+. 3 Io b fi-f U-Ai otz A P t-,,i 0 Building Permit No.: 05 - o.-A c,)Ol Project. Address: Ins ection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing 112-66 Insulation t1a3%1 PW bZu, G Under round Z~ / Sewer Oil AE r. Final Electric Footing 6 - rye... -.sr~ Foundation Final 67 Steel Plumbing D? Foundation ° Final HVAC 718107. DA Sd~ M4 40 7rvi scA 13 +0 r7 G v Final Gas 27 Pool- Ar~S`At3 PooPs5ct-voaa Piping Preslabp MA) Rough 7-a6e~ $R ~~w Engineering Electric /viir/cam az•~~ ak . a ~r (CWA) 1- ~4 - 61 t~ Bie c e~~. el bti~4u.5 - i~Ac er Engineering Electric y4~- cc 34 r,c La,~j C~X-¢u 5 50- c (Pre-Sod) Service Final Rough I r' Engineering Plumbing o~ Gas Piping (Rough) J ftAi n-/ Final Zoning Rough HVAC q l& P Fireplace Zoning Rough Occupancy CONIb f Framing T) Pr l?i/ 17 1j[q DA- 'L~ 11~31~ P14V CITY OF DUBLIN • CUSTOMER RECEIPT Batch ID: 12/19/07 01 Receipt no: 21183 Type SvcCd Description Amount 2005 202001 BP BUILDING PERMITS Qty 1.00 $800.00 SULLIVAN BUILDERS Tender detail CK Ref#: 54069 $300.00 CK Ref#: 54069 $500.00 Total tendered: $800.00 Total payment: $800.00 Trans date: 12/19/07 Time: 14:30:51 THANK YOU FOR YOUR PROMPT PAYMENT 54069 THE HUNCOLUMBUSS,, HtO t BANK SULLIVAN BUILDERS INC. 6296 PROPRIETORS ROAD WORTHINGTON, OH 43085 25-2/440 (614) 846-1305 C,• ~,~1 ORDER OFE ~1~J``~~/?t Q-A u.tV DOLLARS Sq qO ~F 4 P S ~~Jr CG9E PGG9g0 .`'`J MEMOV ~r4 1160 54069ir 1:0440000241: 0 189 10 19940116 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. ADDRESS: zK'0&(_-) PERMIT NO.: r BY : IQ` FINAL INSPECTION DATE: - / Z7 lJL /YU'w /~cc,~ucs %v.~' w su,?,¢ G~Y~NCB~J T~ 7" .5':~fiu?%s v/~ Ty /~c~ ~,ac ~'r G /s,2~,Y u ;T/~ /~"ds~~'av4 j tp 2~-r tl-~v+9rt 2 G 3 G 6 fz~.sVw7v2 I> Pr 3110b VL-f V-Ai Op- A P r-,) Building Permit No.: 05 ua C~ Project Address: " Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing , 12-6 Insulation t jr13/`7 PrO 1~ C Under round ¢ Sewer IC~ . < N"-~ rf~T c. Final Electric 61' T Footing i Foundation s A. Final /4k4 Ej Steel Plumbing 0? Final HVAC 7 f~g~p7 DA oundation ffz ter s,V rA7101 5/48 1,011-71b) R V Final Gas 7 27 `1 A k; f!fl~ F sa Ag Poo.- 5 ~rv~r~a Preslab lath RP 9Zw poop - s<flP) vvps2 Piping Rough Y-~S-oG SR u~$!-.DTs ('tom-kv Engineering OA . Electric e 1 A e~ c e`~ d w4-+-s - &c ,.T_ rf fY~ ) Engineering Electric y46e- M34 , ce LoL,)a.( 0>-*5 5~-"' (Pre-Sod) s Service Final Rough /g_~ r 4o4 If'?rw A En9ineering Plumbing Gas Piping I (Rough) Rough HVAC Y & o Final Zoning III(, -lam d',w uNO~r s~ r~ D~c-r Fireplace Zoning Rough Occupancy ( ~ C©N'DI f fdNt) Framing 1,311 ( i)R TaJ I /I D CITY, OF DUBLIN Dub0lin, Ser Rings Road Ohi 43016-1236 Phone: V/TDD 614/410-4670 Building Standards Inspection Line: 614/410-4680 Fax: 614/761-6566 0 t R I Address: - 4 F ' E Permit No.: f HANDEL & SON ELEVATOR Fax:330-773-2998 Jun 5 2008 11:57am P002/002 ~GC I mc) Handel & Son Elevator/Lift Company Stairlifts, Wheelchair Lifts and Elevators June 5, 2008 Jeff Stone Sullivan Builders Re: Paglieri Residence Dear Mr. Stone: The residential elevator that was installed at the Paglieri Residence was installed to the manufacturer specifications and is safe for use. Sincerely, Adam D. Bey 2351 S.ArliVgton Road, Unit D, Akron, Ohio 44319 800-506-LIFT (5438) (p) 330-773-2994 (f) 330-773-2998 -v%--v%~.ohioIifts.com CITY OF DUBLIN Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016 Inspection Requests: (614)410-4680 Telephone: (614)410-4670 SUBCONTRACTOR DISCLOSURE Application Number: 05_ 2& ZCxj~J Project Address: ':::07 00~) General Contractor: Kil S Telephone: <~44~0 , 3a5 All registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME DUBLIN REG. # (required) EXCAVATION ELECTRIC C) r-7- 40,, -V HVAC (c) PLUMBING r7 - -S 9 CONCRETE LANDSCAPING SANITARY SEWER The General Contractor is required to provide a completed copy of the above information to the Building Official at the time of the Certificate of Occupancy inspection. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPLICATION FOR GAS PIPING PERMIT Date 0 1 Application No. 0-y-a?~~©®/ _ Job Address RN Parcel No. a~ Ov V qQ1__ Subdivision Lot No.~V I~ Owner Name LN Telephone ANTI P 'al F_ Al V Telephone Contractor Name Contractor Address Wt55T,,_-a\//LL'4-- Dublin Registration No. 17 - 7 13 y I Z Residential ( ) Commercial ( ) Alter Existing) Addition to Building ( ) Replace/Repair Existing Type of Pipe to be Installed: ( ) Iron ( ) CSST ( ) Other Min. Pipe Size Required:in. Regulator Size BTU Max. Gas Appliances BTU/HR Range -7 Water Heater / V 0t Q o O 9"I 'V Dryer Gas Logs Log Lighter Furnace(s) _A__Q~ ` Q t o00 'J Other: 1z;T10 C1 ENPCW~t. S l O~ FEE $70.00 hh r 3% State of Ohio Surcharge (commercial only) r-~ Total /V J Total $ / 0 U JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, confo the ordinances of the City of Dublin and all the laws of the State regulating construction, installation, rep ' a alteration nd may rev ked at any time upon violation of any provisions of said laws. Signature of licensed contractor or homeowner 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 . . . . . 05-00202001 Date 7/26/07 Revision number . . . . . . . 5 Property Address . . . . . . 8000 AVERY RD Parcel Number: 273-000407 Alternate Address: Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . PAGLIERI RALPH F & INEZ H Contractor . . . . . . . . . PETER SULLIVAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/22/08 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments Show entire flood plain on site plan. APPROVED BY SUBSEQUENT REVISION 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. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 70.00 .00 .00 70.00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 .00 .00 70.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date Application No. D-5- 2 0 2C01 APPLICATION., FOR ELECTRICAL PERMIT Job Address b o 6 Ave- s~9 oe Parcel No. Subdivision Lot No. 1 I Owner Name je Y' ALL4 Telephone 7S 11 6r4 Contractor Name S U I ~(~/S~ Telephone Contractor Address 2-ooo cc7m POs a-c 1.72 /4TTe2/ IV Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) C Total $ r JOB DESCRIPTION o(ym tqdr r'7:1 h1j 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 an provisions o said laws. 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 . . . . . 05-00202001 Date 12/13/06 Revision number . . . . . . . 4 Property Address . . . . . . 8000 AVERY RD Parcel Number . . . . . . . . 273-000407 Alternate Address . . . . . . Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . PAGLIERI RALPH F & INEZ H Contractor . . . . . . . . . PETER SULLIVAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . Permit Fee 80.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/11/07 Qty Unit Charge Per Extension BASE FEE 40.00 4.00 10.0000 RES ELECTRICAL LOW VOLTAGE 40.00 Special Notes and Comments Show entire flood plain on site plan. APPROVED BY SUBSEQUENT REVISION 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. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 80.00 .00 .00 80.00 Plan Check Total .00 .00 .00 .00 Grand Total 80.00 .00 .00 80.00 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 REVIEW PERMIT 04 SUBDIVISION NAME BUILDER'S NAME FT[-=2- LLI PHASE #~ECTION # LOT # CONTACT PERSON E2111 -EDE~V-SCURRENT ZONING p TELEPHONE # PLAT RECORDED ? NEW YA MODEL/ADDITION 0 DECK/PATIO 0 FENCE ? OTHER ? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections nd/or Recesses Parkland Conveyed or Park Fee Paid Approve A ? Disapproved Subdivision, Section and Lot Number Shown rove A 0 Disapproved Street Name and R/W Dimensions Shown - prove A ? Disapproved Scale and North Arrow Shown roved/NA 0 Disapproved Property Line Bearings and Distances Shown Approved/NA ? Disapproved Building Lines Shown and Dimensioned ~Approved/NA ? Disapproved All Easements Shown and Dimensioned proved/NA ? Disapproved No Build/No Disturb Zones Shown and Dimensioned proved/NA ? Disapproved Front Setback Confirmed or per Recorded Plat (Minimum ) 0 Approved/NA 0 Disapproved Side Yards Verified (Minimum - Comb" 7MDDBS Approved/NA ? Disapproved Rear Yard Confirmed or per Recorded Plat (Minimum pproved/NA 0 Disapproved Lot Frontage Confirmed or per Recorded Plat (Minimum ) 0 Approved/NA 0 Disapproved Recorded Plat Information Verified by Date 4A,OZ .~2;wproved/NA 0 Disapproved Building Footprint Shown and Dimensioned proved/NA d Building Footprint Matches Plans Submitted (Include Reverse Layout) proved/NA isa ve Bay Windows, Cantilevered Portions of Buildings Shown ? Approved/NA 0 Disapproved Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned pproved/NA #MN011od Air Conditioning Units Shown 0 Approved/NA ? Disapproved Accessory Structures Shown and Dimensioned roved/NA Fence, Wall or Satellite Dish Shown (Separate Permit Required) Approve A 0 Disapproved No Encroachments Shown pproved/NA ? Disapproved e~O Driveway Shown and Dimensioned per Code Section 153.210 ove A Disapproved Sidewalks Required Shown prove Apr ? Disapproved Tree Protection Required Shown pove A Apr ? Disapproved Street Trees Required Shown pove A ? Disapproved Minimum Caliper 2'/Z-Inch Approv d/NA 0 Disapproved Yard Trees Required on All Street Frontages ~G hown 90-Foot Frontage or Greater - Minimum 3 Yard Trees Required Approved/NA ? Disapproved Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required A proved A ? Disapproved Minimum Caliper 2'/~-Inch Approved/NA ? Disapproved Distance From Side Property Line Minimum 7 Foot Approved/NA 0 Disapproved Located Within the Minimum Front Setback A proved/NA ? Disapproved Proposed Species Listed on Approved Street Trees List Approved/NA 0 Disapproved Chimney - Cantilevered or Shed-Type Prohibited Chimney Shown with Foundation pprovt 0 Disapproved Chimney Extends Beyond the Eave Line pprov? Disapproved Required Material - Brick Stone Stucco pprov? Disapproved Foundation Material - Two Materials Maximum Brick Stone Decorative Block ~proved/NA ? Disapproved Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements) ?Appro A ? Disapproved OR Street-Facing Garage Requirements - (IF Less than 60° to the Front Property Line) Door Opening Maximum Width Sizes Any One Garage Door Opening - Maximum 18 Feet 0 Approv A 0 Disapproved Combined Garage Door Openings - Maximum 26 Feet ? Approv A 0 Disapproved Any Garage Door - Maximum Height 9 Feet ? Approve lA) ? Disapproved Percentage of Garage Door Opening Width to the Overall Linear Distance of the Front Elevation (A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations) Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent 0 Approv d/1( ? Disapproved Door Opening Totaling Three Car Widths - Maximum 45 Percent 0 Approve A Disapproved Projection From Adjacent Vertical Wall Plane of the Home - ? Disapproved Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet ? ApprovteA Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet ? Approv ? Disapproved Required Projection Between Doors - Minimum 16 Inches ? Approv 0 Disapproved Garage Door Material -Particle Board or Masonite Prohibited ?Approv ? Disapproved roved Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approv? Disapp Garage Door Trim Color - To Match Doors or Primary House Trim Color ? Approv? Disapproved Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 Approved/NA ? Disapproved Roof Material - Life Expectancy Minimum 25-Year Approved/NA ? Disapproved Metal Slate Tile Wood / Approved/NA 0 Disapproved Asphalt Shingles Required to be "True" Dimensional Shingles ? Approve 0 Disapproved Minimum Weight 240 Lbs/Square ? Approve A Disapproved Exposure Length - Maximum 55/8-Inch ? Approve A Disapproved Color - ? Approve A~? Disapproved Water Table - Water Table - Above Grade 24 Inches 0 Approv A 0 Disapproved Water Table - On Front Elevation 0 Approve A Disapproved Exterior Finish Building Materials - (**See Additional Requirements for Predominately Vinyl Exterior - pg. 3) Building Materials - Life Expectancy Minimum 30-Year Approved/NA ? Disapproved Three Materials Maximum per Major Facade roved/NA ? Disapproved Brick Cultured Stone Fibrous Cement Glass Block Stone tucco Vinyl** Wood Board Exterior Material Changes - ' Inside Corner OR Minimum 2-Foot Wrap Outside Comer ? Approv A ? Disapproved IF Side Gable - Quoins OR Minimum 3'/z-Inch Wide Comer Trim Boards ? Approv A ? Disapproved 2 Windows - Trim OR Shutters Required Approved/NA ? Disapproved Trim Minimum Width 31/2-Inch OR Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR Lintels and Sills (Stone Exterior) OR Shutters Shutters Required - Full Height and One-Half the Width of a Single Window OR Full Height and One-Fourth the Width of a Double Window Four-Sided Architecture Two Design-Elements Required on Each Elevation AND Approved/NA ? Disapproved Each Street-Facing Elevation Requires Three Design-Elements Approved/NA ? Disapproved (Comer and Through Lots Have More Than One Street-Facing Elevation) Design Elements: A Minimum 17 Square-Foot Door A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run) A Chimney (Cantilevered or Shed-Type Prohibited) A Minimum 4 Square-Foot Decorative Gable Vent A Water Table (24 Inches from Grade) A Similar Significant Permanent Architectural Feature At Least One Design-Element in Each Vertical Half, AND Approved/NA ? Disapproved At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND / A proved/NA ? Disapproved At Least One Design-Element 9 Feet Above First Floor. Approved/NA ? Disapproved (Required If Wall Area is Greater Than 24-Feet Wide and 9 Feet High) Housing Diversity - Model Name ? Approve ETA ) ? Disapproved BUILDING PERMIT pro e COMMENTS: may( ?5& ^A REVIEWED BY DATE L 44_2Aj (To7 • T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. August 2, 2005) 3 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) Application No. Date C ? New Remodel Residential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. ! / Job Address Q C~, ~ )up M A D Parcel No. 07 73- 000 " T Subdivision/Project Name Lot No MIA G-, V\ f I Owner's Name 1~_ Telephone 1~ A Tel honeI Y, ssq - `691 Contractor's Name p t1 / v t gg (o b Contractor's Address IZD YO~=l i Tt Dublin Reegistration Number Does the sewer discharge into an individual sewage disposal system o w How far distant from any dwelling, well or cistern is the sewage tank? t1 What is the size of the main drain? L4 - Of what materials do the vent pipes consist? PAC, Of what material does the house drain consist? "INDICATE NAME OF CERTIFIED BACKFLOW TESTER Q~T_L~ This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ O~Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers "Backflow Preventers Gas Water Heater Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards Application Number . . . . . 05-00202001 Date 5/11/06 Revision number . . . . . . . 4 Property Address . . . . . . 8000 AVERY RD Parcel Number . . . . . . . . 273-000407 Alternate Address . . . . . . Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . PAGLIERI RALPH F & INEZ H Contractor . . . . . . . . . PETER SULLIVAN 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 . . . . 410.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 50.00 36.00 10.0000 EA RES PLUMBING >1 FIXTURE 360.00 Special Notes and Comments Show entire flood plain on site plan. APPROVED BY SUBSEQUENT REVISION 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. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 410.00 .00 .00 410.00 Plan Check Total .00 .00 .00 .00 Grand Total 410.00 .00 .00 410.00 U-07-2006 14:26 City or Eju b _ '-r. 6147616566 P.01/0i - " - CITY Off' U U li AN Building Standards • 5800 Shier-Rings Road , Dublin, Ohio 48016 Phone: (614) 4104670 - Inspection lino: (414) 410.4680 APPLICATION FOR I WAC PERMIT Date-L?- 7- C Application No. Job Address Parcel No. i3173-000-Y07 Subdivision Lot No. Owner Name rKA1,PA P q 6 1. t C9 I ~ llelephone 6 I'1/ - 7 o 7 47 ~o Contractor Name 7iWephone? fo ' 5'9`3 Contractor Address 13os W e RTH t nl Glb.~ t'~A _ PAT-gS KA l__ A Dublin Registration No. ~G Resdet>tial: y Sy. Ft. a 850,00 Minimum plus $20.00 for each additional 500 Sq_ Ft_ o, fraction thereof over its 9 ?t (Replacement units, minimum feel $50.00 REPLACEMENT UNITS! GAS ELECTRIC Commetdal: NewfAddition Sq. Ft. AH.eradott ` New(Addition_ $50.00 Minimum plus $20.00 for each additional 1000 Sq_ Fr. or traction thereof over 1000 Sq. Ft. Alteration: $50.00 Minimum plus $$10.00 for each additional 1.000 Sq. Ft. or fraction dheceof over 1440 Sq. Ft. 3% State of Ohio Sumherge (commercial only; TOW S /.3d JOB DESCRIPTION &VooS ~T T~ 1 " 10-A9 000PT7Z This pem* is granted on the express condition that the said work shall in all respects, oonform to the ordinances of the City of Dublin and all the laws of the State regulating construction, installation, repairaffi alteration, and may be revoked at any time upon violation of any provisions of said laws. Signature of licensed oontractor or homeowner Division of Building Standards TOT=t- P. 01i Application Number . . . . . 05-00202001 Date 8/08/06 Revision number . . . . . . . 4 Property Address . . . . . . 8000 AVERY RD Parcel Number . . . . . . . . 273-000407 Alternate Address . . . . . . Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . PAGLIERI RALPH F & INEZ H Contractor . . . . . . . . . PETER SULLIVAN BUILDERS INC. Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/04/07 Qty Unit Charge Per Extension BASE FEE 50.00 4.00 20.0000 RES HVAC 80.00 Special Notes and Comments Show entire flood plain on site plan. APPROVED BY SUBSEQUENT REVISION 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. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 130.00 .00 .00 130.00 Plan Check Total .00 .00 .00 .00 Grand Total 130.00 .00 .00 130.00 OCT-25-2005 14:48 City of Dublin 6147616566 P.01/01 CITY OF DUBLIN Division of Building St rd • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (611 6 Line: (614) 410-4690 OCT 2 7 2005 ' Z CJ $ Application No. d Date t y BUILDING DIVISION ACCESSORY/REhQI1R1PKl1k ION FOR BUILDIING PERMIT Job Address Parcel No Subdivision ! Lot No. 14 - b1 - 1 b~ f~ Owner Name Lt'V _L V' k y~ << ` Telephone-(--) Contractor Name ~~;z a~\ ` " ~"c • Telephone V ' g fib" 13 oS Contractor Address 24 Dublin Registration Number A- -1 E -IRS- ock ~hc Type of Project (mark all that apply): ? Deck ? Pool Ell ',di~idn < 1,000 SF ? Screened Porch Hot Tub,; E7''Storage Shed ? Remodel (Including basement) Gatebo O `thr~~_°'~`~ Square Footage (calculated by plans examiner) eZ~ y Submit with this application: NOTICE TO APPLICANT SEPARATE ASSODA[ION 4V!EW 1. Two copies of site plan AW AI ; . MAY 41: HU; REC BY .)EEO APPLkAN` i> RESPONSIBLE FOR COru LIANCL 2. TWO Complete sets of drawings WITH All APPLICABLE RESiPoOM CONVENAW5 AND DEED RESTFITTIONS REQUIRED BY TITLE. 3. Home Owner Affidavit, if applicable ~o 4. Estimated Cost of Construction $ 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 bulidng and buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, drawings and specfications are to the b of their knowiedge, true and correct. Signature of licensed contractor or homeowner Division of Building Standards Issue Date , I L Separate Permits: Separate permits are required for electric wiring, heating and ventlinting, plumbing, moving, wrecidng, shoring, use of public properly, and tents, - _ f~ .J al 21'.a „riai to BUILDING COMPLIANCE t P1iE V;f . APPROVED AS NOTED CITY OF DUBLIN, OH 1Rob ii- ag•os Lmn 44,25,E 10/01 WHITE-FILE YELLOW-FINANCE PINK-BIA GOLDENROD-CONTRACTOR TOTAL P.01 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 . . . . . 05-00202001 Date 12/01/05 Revision number . . . . . . . 1 Pin number . . . . . . . . . 156807 Property Address . . . . . . 8000 AVERY RD Parcel Number . . . . . . . . 273-000407 Alternate Address . . . . . . Tenant nbr, name . . . . . . ADDITION Application description . . . RES BUILDING PERMIT ADDITION Property owner . . . . . . . PAGLIERI RALPH F & INEZ H Contractor . . . . . . . . . eel Sl1~~c~~, 1dS Structure Information Construction Type . . . 5B - UNPROTECTED COMB Occupancy Type . . RESIDENTIAL - 1,2,3 UNITS Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee 300.00 Plan Check Fee .00 Issue Date . . . t~~atOF5 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 140.00 4.00 40.0000 RES BLDG PLAN REVIEW 160.00 Special Notes and Comments Show entire flood plain on site plan. APPROVED BY SUBSEQUENT REVISION 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. 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 300.00 .00 .00 300.00 Plan Check Total .00 .00 .00 .00 Grand Total 300.00 .00 .00 300.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. 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. 0 S' 90.?1001 0 4) a ~ ~ m Date Reviewed g- Off"' a o c CL C E 0 c a Plan Reviewer's Comments & Notes Reviewed By O o 0 a a U H Z .a w - $ Approved o - U) Z J'Z c m OBBC Model Energy Code MEC Check worksheet required Manual J/Electric Loads ; Houses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 314" max. riser 10- min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards ? R312 Schedules Required on Plans; houses, additions and 8303.1 Light & Ventilation Schedules ? sunrooms R30 Sanitation - Fixture Clearance Figure 307.2 8307 7 R308 Required Safety Glazing 8309 Attached Garage Fire Separation 1318" s.c. or 20 min. door and 5/8" gyp. Bd. Type "x" on all common walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44" a. f. f. R311 Exits Vol R311.4.2.1 Interior Doors Bath 24"x 68", habitable space 216"x 6'87(min) R311.4.3 Landings Minimum X x 3' R311.2.2 Understair Protection 17 1/2" gyp. Bd. Type X" R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime electric/battery pack - uplrnterconnected 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 @ 67oc; 7" into masonry & concrete R404 Foundation wall sizes & reinforceme 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 wl" Per Tables 8502.5(1) & R502.5(2) R502.6 Bearing 1 112" for wood & steel/ X for masonry & concrete R502.11.4 Floor Trusses Engineered design required at Frame Inspection Fri Oct 28 11:27:37 2005 P. 2 James Calhoun architect inc. 373 walhalla road Columbus, oh 43202 614.261.6525 fax.614.261.1093 email.jcalhou2@columbus.t'r.com memorandum date: October 28, 2005 to: Mr. Rod Durbin / Dublin Plans Examiner ref: An Addtion to the Reside fie at 8000 Avery Road Dublin Permit Application 05-202001 The following Schedule should be attached to the plans submitted for the above noted project. Please contact me if there are any questions or if addtional information is required. FENESTRATION SCHEDULE FOR THE NEW HOUSE ADDITION ROOM OR ROOM SF 8% RE 'D ACTUAL 4% RE 'D ACTUAL NOTES AREA GLAZING SF GLAZING SF VENT SF VENT SF FITNESS ROOM 1330 106.4 625.4 53.2 84 1 2 3 POOL ROOM 940 75.2 192 37.6 71.2 1 2 BATH SAUNA 130 10.4 0 5.2 0 1 LAUNDRY 90 7.2 1.8 3.6 0 1 BASEMENT 1250 100 0 50 0 1 TOTAL NET SF 3740 299.2 819.2 149.6 155.2 NOTES: [1] IN ADDITION TO THE VENT AND GLAZING AREAS SHOWN, THIS SPACE IS PROVIDED WITH ARTIFICAL LIGHTING AND MECHANICAL VENTILATION AS IS SHOWN ON THE LIGHTING AND MECHANICAL PLANS. [2] GLAZING AREA INCLUDES THE SKYROOF OR SKYLIGHTS BASED ON THE FOOTPRINT AREA ]3] VENT AREA ASSUMES USE OF SLIDING DOORS AT LOCATIONS NOTED AS OPTIONAL ' NA, % JAMES 0 .0CALHOUN 5694 %a S.4 84804894 'Np ~~~llllf II! 11111111\\\\ Respectfully, James Calhoun, Architect jcai 614.895.1400 Fax; 614.895.1171 GEOTECHNICAL www.gci2000.com CONSULTANTS 720 Greencrest Drive INC. 9L Westerville, Ohio 43081-4902 October 10, 2005 Mr. Peter Sullivan Peter Sullivan Builders, Inc. 6296 Proprietors Road Worthington, Ohio 43085 Reference: Subsurface Exploration and Geotechnical Assessment Proposed House Addition & Pond Extension 8000 Avery Road - Dublin, Ohio GCI Project #05-G-12867 Dear Mr. Sullivan: This letter summarizes the results of test borings that we performed as part of a geotechnical assessment for the referenced site. This work was performed per our signed proposal dated September 22, 2005. The purpose of our work was to assess subsurface conditions for the proposed house addition and the pond extension and provide recommendations for construction. Site and Project Description The project is located at 8000 Avery Road in Dublin, Ohio. The property contains a drive leading to a house in about the central portion of the site. A pond is present south of the house, and a tree lined stream crosses the southern portion of the property. The remaining portions of the site are generally grass covered, with a few trees. The site location is shown on the attached General Site Location Map and a map showing an aerial photograph of the site. Construction will consist of an addition to the east side of the existing house, and an expansion to the east side of the existing pond. The addition will house a partial basement that will be used as an exercise room, including some water exercise equipment. We were not provided with any details about the pond expansion. Test Borings On October 4, 2005, GCI mobilized a truck-mounted drill rig (with automatic sampling hammer) to the site and drilled four Standard Penetration borings (B-1 to B4); two within the proposed building addition and two within the proposed pond expansion. We located the borings in reference to site features and landmarks. The approximate boring locations are shown on the boring location plan attached to this letter. The borings extended to 20 feet below existing grades; logs of the test borings are attached. The borings encountered surface fill, ranging in thickness from 2 to 4 feet. The fill consisted of mixtures of topsoil, clay-silt, sand, and gravel. We also noted pieces of wood and concrete in the fill mass at boring B-1 location. Westerville, Ohio Charlotte, North Carolina 2 Below the surface cover, we encountered medium stiff to very stiff brown silty clay or clayey silt, grading to clay-silt with sand and gravel (glacial till). The soil immediately below the fill was stained in B-1 and was dark brown to brown in the remaining borings. The till changed color to gray in borings B-2 to B-4, at depths ranging from 10 to 11 feet below existing grades. The gray till contained more embedded sand and gravel and was less plastic when compared to the brown till. We noted shale fragments within the gray till at boring B-2 location. The gray till was recorded as very stiff to hard. Borings B-2 to B-4 terminated within the gray till at 20 feet below existing grades. Below the brown till in B-1, at 13 feet below existing grades, we encountered gray fine to coarse sand and gravel, with varying amounts of silt. We noted clay-silt layers within the sand and gravel. Boring B-1 terminated within the sand and gravel at 20 feet below existing grades. We did not encounter bedrock in the borings (maximum drilled depth was 20 feet). We encountered groundwater seepage at the top of the sand and gravel in B-1. The water level was noted at 13 feet during and at completion of drilling. Geotechnical Assessment In our opinion, it is feasible to construct the proposed building addition and pond expansion on the site. We discuss geotechnical considerations below. Addition Area We encountered 3.5 to 4 feet of fill in the borings. Our client indicated that a pool once occupied the proposed addition area and we anticipate that the encountered fill and pieces of concrete and wood are related to the infilling of that pool. In our opinion, the existing fill soils are not suitable for support of the proposed structure and should be removed from below the proposed building addition to expose stable natural soils. Much of the fill may be removed during typical basement excavation procedures. Any remnants of prior construction should be completely removed to expose stable natural soils. Care should be taken when excavating adjacent to existing structures to avoid undermining existing foundations. Also, care should be taken when excavating adjacent to basement walls. Underpin existing footings as needed and lower footings (as appropriate) to avoid placing lateral loads on existing basement walls. Foundations bearing in stable natural soils or structural fill placed directly over stable natural soils can be designed for a maximum allowable bearing capacity of 3,000 pounds per square foot. Regardless of calculated sizes, minimum sizes of 16 inches wide for wall footings and 30 inches square for columns pads are recommended in order to prevent a "punch" effect. Exterior foundations should have a minimum cover equal to the local frost code depth or should be extended to suitable bearing conditions as recommended in this report. Soft bearing soils, if encountered, should be removed from foundation excavations to expose suitable firm, stable soils as discussed above. Undercuts can be backfilled with controlled density fill or concrete to permit foundation construction at design elevations. Conventional concrete slabs-on-grade are suitable for the proposed single-family, residential buildings. We recommend a minimum of 4 inches of granular fill (washed crushed stone or stone and coarse sand) be placed under the floor slabs to serve as a capillary cut-off, and to provide a uniform, firm subbase. The stone should be increased to 8 inches and consist of free-draining #57 3 stone below proposed basement slabs. The stone should be tied into a drainage system leading to a sump pump. We suggest placing vapor barriers below the slabs in areas where moisture could cause problems with floor finishes. Basement walls restrained at both top and bottom should be designed to resist at-rest lateral soil pressure (an equivalent fluid pressure of 70 pounds per cubic foot is recommended), plus any surcharge loads from adjacent slabs. We recommend exterior footing drains and underslab drainage (8 inches of ODOT No. 57 stone) leading to a permanent sump be installed for below grade slabs to minimize the build-up of hydrostatic forces behind the wall and below the slab. A vapor barrier is normally recommended for below-grade slabs and where floor coverings can be adversely affected by water vapor. Basement walls should be damp-proofed. Pond Expansion Borings B-3 and B-4 were drilled within the pond expansion area to depths of 20 feet. We encountered 4 and 2 feet of surface fill, underlain by brown and gray glacial till soils. In our opinion, the clay-silt glacial till soils are generally suitable for pond construction. If sand and gravel layers are encountered during excavation for the pond, the layers should be removed to allow placement of at least 18 inches of compacted clay material. Dewater as needed to allow excavation, liner placement, and filling with water. Additional Considerations Bedrock will not be encountered in footing, utility, or pond excavations. Excavations should comply with current OSHA safety regulations. Structural fill should consist of non-organic site soils that are placed in shallow (8 inch maximum) lifts and compacted to 98 percent of Standard Proctor dry densities. Control moisture of the fill to f3 percent of its optimum moisture content. A sheepsfoot roller should be used to compact the cohesive site soils, while more granular soils will compact best with vibratory equipment. Reduce the fill lift thickness to 6 inches where hand operated compaction equipment is used. GCI should observe earthwork operations (undercuts, proof rolls, and fill placements) and foundation excavations. Final GCI should review final plans; we may provide additional recommendations based on this review. In the event that any changes in the nature of the construction are planned, conclusions and preliminary recommendations contained in this letter report shall not be considered valid unless changes are reviewed, and conclusions of this letter are modified or verified in writing. The preliminary recommendations contained in this report are the opinion of Geotechnical Consultants, Inc. based on the subsurface conditions found in the borings and available development information. It should be noted that the nature and extent of variations between borings might not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this letter. 4 This letter report has been prepared for the exclusive use of Peter Sullivan Builders, Inc. and their consultants for specific application to the referenced house addition and pond expansion at 8000 Avery Road in Dublin, Ohio. This letter report was prepared in accordance with generally accepted soil and foundation engineering practices. No warranty, expressed or implied, is made. If you have any questions, comments or need for additional information, please call. It is a pleasure to be of service to you on this project and we look forward to providing you additional services. Respectfully Submitted, Geotechnical Consultants, Inc. Curtis L. Miller, P.E. Project Engin David W a 'o, P.E. In-hou R ewer Distribution: Mr. Peter Sullivan @ Peter Sullivan Builders, Inc. - 3 copies GCI File #05-G-12867 - 1 copy Enclosures: • GEOTECHNICAL CONSULTANTS INC. GENERAL NOTES FOR SOIL CLASSIFICATIONS BORINGS. SAMPLING AND GROUNDWATER OBSERVATIONS: Drilling and sampling were conducted in accordance with procedures generally recognized and accepted as standard methods of exploration of subsurface conditions. The borings were drilled using a truck mounted drill rig using auger boring methods with standard penetration testing performed in each boring at intervals ranging from 1.5 to 5.0 feet. The stratification lines on the logs represent the approximate boundary between soil types at that specific location and the transition may be gradual. Water levels were made at drill locations under conditions stated on the logs. This data has been reviewed and interpretations made in the text of the report. Fluctuations in the level of the groundwater may occur due to other factors than those present at the time the measurements were made. The Standard Penetration Test (ASTM-D-1586) is performed by driving a 2.0 inch O.D. split barrel sampler a distance of 18 inches utilizing a 140 pound hammer free falling 30 inches. The number of blows required to drive the sampler each 6 inches of penetration are recorded. The summation of the blows required to drive the sampler for the final 12 inches of penetration is termed the Standard Penetration Resistance (N). Soil density/consistency in terms of the N-value is as follows: Cohesionless Density Cohesive Density 0-10 Loose 0-4 Soft 10 - 30 Medium Dense 4-8 Medium Stiff 30 - 50 Dense 8-15 Stiff 50+ Very Dense 15 - 30 Very Stiff 30+ Hard SOIL CLASSIFICATION PROCEDURE: Soil samples obtained during the drilling process are preserved in plastic bags and visually classed in the laboratory. Select soil samples may be subjected to laboratory testing to determine natural moisture content, gradation, atterberg limits and unit weight. Soil classifications on logs may be adjusted based on results of laboratory testing. The major constituent of the soil is written in capitals, while the minor constituents, only the first letter is capitalized. Minor constituents are described using the adjectives and, some, little and trace. Coarse grained soils (sand, gravel, etc.) are classified based on particle size. Fine grained soils (silt, Clay, and the mixture of the two) are classified based on plasticity. Soil classifications are based on the following tables: PARTICLE SIZE DEFINITION PROPORTIONS FOR DEFINING MINOR CONSTITUENTS Boulders: >12" Cobbles: 3" to 12" Trace: 0 to 10% Gravel - Coarse: 3/4" to 3" Little: 10 to 20% Fine: No. 4 (3/16") to 3/4" Some: 20 to 35% Sand - Coarse: No. 10 (2.Omm) to No. 4 (4.75mm) And: 35 to 50% Medium: No. 40 (0.425mm) to No. 10 (2.Omm) Fine: No. 200 (0.074mm) to No. 40 (0.425mm) Silt & Clay: <0.074mm; classification based on overall plasticity; in general clay particles <0.005mm. IDENTIFICATION OF COMPOSITE SILT-CLAY SOILS BASED ON OVERALL PLASTICITY Degree of Overall Plasticity Overall Plasticity Index, Sand- Soil Identification Smallest Diameter Silt-Clay Components Major Component Minor Component Thread (inches) Non-plastic 0 SILT Silt None Slight 1 t05 Clayey SILT Clayey Silt 1/4 Low to Medium 5 to 20 CLAY-SILT Clay-Silt 1/8-1/1 6 High 20 to 40 Silty CLAY - 1/32 Very High 40 to 60 CLAY - 1/64 720 GREENCREST DRIVE • WESTERVILLE, OHIO 43081-4902 • 614-895-1400 • FAX 614-895-1171 - Street Atlas USA® 2005 ti~lo General Site Location Map RO PcARD z ~ycT Fp~ES G1 E o~ G~ E OG 2 G Z poi l1OE o s o v o ~ saR! VoG~` SURNOR OgARYSFIIRE CT O yCr _ m s 9 NG 9~ti ~ Z ~ ql,, op s ~ o: t Gj U w c01 ? 10 CRS O GLIGK~ <u TS. DUNSIN'4 Ji DR 1i zZ' l B o - TANNERA MORE CT - ?Q~ r SF J2~? T a v m. ~r ~ Cy~JQ a u U C/S~FCT o c x - C-J ;a Z 5 ? my4 pRESSON kAII l Gj m lp 0, 4i, z < 1~g q~ WHITTINGHAM DR R _ F~ ti ~v`~ Tod A CT y ' CRAGIE HIL '40 v G~O~ a~G~~ N G4Fl ~FFC 9109' ~Ge 5~~~~\4~j'" _-i ` ' Cr T r CO 91 CRO . ~~~y g .O 44, O - <n~Enm= p<(~ THMORELN 1, General Site Location sTP r o~ CHAPE~wAY CT House Addition & Pond Extension E CT GLENBERVIE CT 8000 Avery Road - Dublin, Ohio KEN CROSSGATECTS v ~ C1 GC1 Project #05-G-12867 O'~TARTONOR GpSEOR,, m ` Qg BANAVIE CT. " r U~ 4 Cp BALMORI!L OR a O CASTLEFORBES E g C o D > OS 4bo Q yr O FAWNBROOKCT C1 14U ~ ~ zs, ALTSHIREI t ~ .x-. o ix ¢ .v_ o Z- ONpGNAR p~~._. m o~ _ M FAVBOROOGN CT 4 x ` mc~0 BRAIJD RD Q LOUIS AVE Cn d { M yORO yq`F JACANA DR` n a Py , NORSHIRE GT M 84 A OAR DUNGLADyCT ~NCr Rte BUNABBEY LADOP T00 °a. A ~ CORMORANT OR 0 a 4-- v_ ~R1tNGTONP ~ RtM __-BARDSTON DR EWSHIRE L C" Ca Q ASHERBRANOLN PRINCE CT c yT09 n 9- W. MCN Spl0 p O % SE~~ U -n NCT wr ~~G o w x m HD<YtNELL DR- a` C, rn : Data use subject to license. Scale 1 17,600 © 2004 Del-orme. Street Atlas USA® 2005. i6-.•vh 3P „o www.delorme.com 1"= 1,466.7 ft Data zoom 13-5 r G.`. dy- - 1 rl fig 1f..i } f3' w k t, gouse Addition r pOIIdExpa~~~iun - a , 1 ti t 'FRANKLIN CO. AUDITOR'S GIS MAP Proposed House Addition and Pond Expansion 8000 Avery Road Dublin, Ohio 2000 Aerial Photograph Project No.: 05-G-12867 • NORTH date: 10/6/05 i Scale: NTS I o X x ~ _ j/ / ! J rte, J~^ ,w ~~-ice y L " +/a' ~ , r r f~,..^' r,.•" r~,~`~ r'~"'- 1 _ r~ fir"" 1 1 13-4 A, I B-3 + r ~ yr r N BORING LOCATION PLAN Proposed House Addition & Pond Extension 8000 Avery Road W E Dublin, Ohio Base map by Bassett Associates S Project No.: 05-G-12867 • Approximate Boring Location Date: 10/6/05 Drawn By: clm Scale: 111=201 (approximate) TEST BORING LOG PROJECT NAME Proposed House Addition and Pond Extension - 8000 Avery Road Dublin, BORING NO. _ B- 1 Ohio PROJ. SURF. ELEV. CLIENT Peter Sullivan Builders Inc. _ NO. 05-G-12867 DATE DRILLED 10/4/2005 GROUND WATER OBSERVATION Proportions Used 140 lb Wt. x 30" fall on 2" O.D. Sampler Cohesionless Density Cohesive Consistency 13.0 FEET BELOW SURFACE AT COMPLETION trace 0 to 10% 0 - 10 Loose 0 - 4 Soft FEET BELOW SURFACE AT 24 HOURS little 10 to 20% 10 - 30 Medium Dense 4 - 8 Medium Stiff some 20 to 35% 30 - 50 Dense 8 - 15 Stiff 15 - FEET BELOW SURFACE AT HOURS and 35 to 50% 50 + Very Dense 30 + 30 Very HaStiff rd LOCATION OF BORING See Boring Location Plan Blows per 6" Moisture Sample Type Blows Sampler Density Strata SOIL IDENTIFICATION w Depths of From To n Change Remarks include color, type of soil, etc. A From To Sample 0-6 6-12 12-18 ConsistDepth* Rock-color, type, condition, hardness . 0.0-1.5 D 2 2 3 Moist Fill consisting of a mixture of topsoil, clay-silt, sand, gravel, and stone E2O-2E5 D 3 0/0' Moist Pieces of wood and concrete noted at 2.5' 3.5 Stained Brown Mottled Gray Silty CLAY, grading to Brown 4.0-5.5 D 2 3 4 Moist CLAY-SILT, Little F-C Sand, Trace Gravel (Glacial TILL) 5 8.5-10.0 D 2 6 10 Very Moist to 1 o Moist Water Seepage at 13' 13.0 :1 Gray F-C SAND And GRAVEL, Trace to Little Silt 13.5-15.0 D 14 22 28 Wet :o Clay-Silt Layers Noted 15 b:. a 17 26 30 Wet a:.. 18.5-20.0 -D-i-7--26- BOTTOM OF BORING: 20.0' 20.0 * The stratification lines represent the approximate boundary between soil types and the transition may be gradual. 0 720 Greencrest Drive • Westerville, Ohio 43081 614-895-1400 TEST BORING LOG PROJECT NAME Proposed House Addition and Pond Extension - 8000 Avery Road Dublin, BORING NO. B- 2 Ohio PROJ. SURF. ELEV. CLIENT Peter Sullivan Builders Inc. NO. 05-G-12867 DATE DRILLED 10/412005 GROUND WATER OBSERVATION Proportions Used 140 lb Wt. x 30" fall on 2" O.D. Sampler Cohesionless Density Cohesive Consistency None FEET BELOW SURFACE AT COMPLETION trace 0 to 10% 0 - 10 Loose 0 - 4 Soft FEET BELOW SURFACE AT 24 HOURS little 10 to 20% 10 - 30 Medium Dense 4 - 8 Medium Stiff some 20 to 35% 30 - 50 Dense 15 8 - 15 Stiff FEET BELOW SURFACE AT - HOURS and 35 to 50% 50 + Ve Dense 30 + 30 Very Stiff rY Hard LOCATION OF BORING See Boring Location Plan x Sample Type Blows per 6" Moisture Strata on Sampler Density SOIL IDENTIFICATION W Depths of From To or Change Remarks include color, type of soil, etc. A From To Sample Depth* Rock-color, type, condition, hardness 0-6-F6-12112-18 Consist. 0.0-1.5 D 3 2 2 Moist Fill consisting of a mixture of topsoil, clay-silt, sand, and gravel 2.0-3.5 D 2 2 2 Moist 4.0 4.0-5.5 D 23 4 Moist Dark Brown to Brown Clayey SILT, grading to Brown CLAY-SILT, 5 Little F-C Sand, Trace Gravel (Glacial TILL) 8.5-10.0 D 5 6 12 Moist t0 11.0 Gray CLAY-SILT, Some F-C Sand, Little Gravel (Glacial TELL), Shale Fragments Noted 13.5-14.2 D 20 0/2' Moist 15 18.5-20.0 D 5 7 8 Moist ° BOTTOM OF BORING: 20.0' 20.0 * The stratification lines represent the approximate boundary between soil types and the transition may be gradual. 720 Greencrest Drive • Westerville, Ohio 43081 • 614-895-1400 TEST BORING LOG PROJECT NAME Proposed House Addition and Pond Extension - 8000 Avery Road Dublin BORING NO. B- 3 Ohio PROJ. SURF. ELEV. CLIENT Peter Sullivan Builders Inc. NO. 05-G-12867 DATE DRILLED 10/4/2005 GROUND WATER OBSERVATION Proportions Used 140 lb Wt. x 30" fall on 2" O.D. Sampler Cohesionless Density Cohesive Consistency None FEET BELOW SURFACE AT COMPLETION trace 0 to 10% 0 - 10 Loose 0 - 4 Soft FEET BELOW SURFACE AT 24 HOURS little 10 to 20% 10 - 30 Medium Dense 4 8 Medium Stiff some 20 to 35% 30 - 50 Dense 8 - 15 Stiff FEET BELOW SURFACE AT - HOURS and 35 to 50% 50 + Very Dense 3 15 0 + 30 Very Hard LOCATION OF BORING See Boring Location Plan Blows per 6" Moisture Sample Type on Sampler Density Strata SOIL IDENTIFICATION w Depths of From To or Change Remarks include color, type of soil, etc. A From To Sample Depth* Rock-color, type, condition, hardness 0-6 6-1212-18 Consist. 0.0-1.5 D 2 2 3 Moist Fill consisting of a mixture of topsoil, clay-silt, sand, and gravel 2.0-3.5 D 3 3 4 Moist 4.0 4.0-5.5 D 3 4 5 Moist Dark Brown to Brown Clayey SILT, grading to Brown CLAY-SILT, 5 Little F-C Sand, Trace Gravel (Glacial TILL) 8.5-10.0 D 4 6 9 Moist 10 10.0 Gray CLAY-SILT, Some F-C Sand, Little Gravel (Glacial TILL) ° 13.5-15.0 D 8 11 14 Moist is El 8.5-20.0 D 10 15 19 Moist BOTTOM OF BORING: 20.0' 20.0 * The stratification lines represent the approximate boundary between soil types and the transition may be gradual. 720 Greencrest Drive - Westerville, Ohio 43081 - 614-895-1400 TEST BORING LOG PROJECT NAME Proposed House Addition and Pond Extension - 8000 Avery Road Dublin- BORING NO. B- 4 Ohio PROJ. SURF. ELEV. CLIENT Peter Sullivan Builders, Inc NO. 05-G-12867 DATE DRILLED 10/4/2005 GROUND WATER OBSERVATION Proportions Used 140 lb Wt. x 30" fall on 2" O.D. Sampler Cohesionless Density Cohesive Consistency None FEET BELOW SURFACE AT COMPLETION trace 0 to 10% 0 - 10 Loose 0 - 4 Soft FEET BELOW SURFACE AT 24 HOURS little 10 to 20% 10 - 30 Medium Dense 4 - 8 Medium Stiff some 20 to 35% 30 - 50 Dense 8 - 15 Stiff 15 - 0 + 30 Very Hard FEET BELOW SURFACE AT HOURS and 35 to 50% 50 + Very Dense 3 LOCATION OF BORING See Boring Location Plan Blows per 6" Moisture Strata H Sample Type SOIL IDENTIFICATION on Sampler Density Change Depths of From To or ange Remarks include color, type of soil, etc. A From To Sample Depth* Rock-color, type, condition, hardness 0-6 6-1212-1 Consist. 0.0-1.5 D 2 2 2 Moist Fill consisting of a mixture of topsoil, clay-silt, sand, and gravel 2.0 2.0-3.5 D 3 3 4 Moist Dark Brown to Brown Clayey SILT, grading to Brown CLAY-SILT, Little F-C Sand, Trace Gravel (Glacial TILL) 4.0-5.5 D 4 -6-7 Moist 5 8.5-10.0 D 5 7 7 Moist .0 10 10 Gray CLAY-SILT, Some F-C Sand, Little Gravel (Glacial TILL) ° 13.5-15.0 D 10 13 15 Moist 15 0 18.5-20.0 D 14 19 22 Moist BOTTOM OF BORING: 20.0' 20.0 * The stratification lines represent the approximate boundary between soil types and the transition may be gradual. 720 Greencrest Drive • Westerville, Ohio 43081 • 614-895-1400 I Summary of Subsurface Conditions Proposed House Addition and Pond Extension 8000 Avery Road - Dublin, Ohio GCI Job Number: 05-G-12867 Topsoil Bottom of Groundwater: Level Groundwater: Level Depth to Borehole Surface Thickness Fill Cover Encountered (ft) at Completion (ft) Gray Till Layer (ft.) (feet) Depth Depth (fet) B- 1 Fill 3.5 13 13 B- 2 Fill 4.0 11.0 B- 3 Fill 4.0 10.0 B- 4 Fill 2.0 10.0 Average Topsoil Depth: feet • Sheet 1 of 1 CITY -OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 46- 4P W Application No. y~ ~~f o~y© I Q~ A^ APPLICATION FOR ELECTRICAL PERMIT Job Address ~Y VG/~ ? Parcel No Subdivision Lot No. jo Owner Name f Telephone Contractor Name AMI V.5 64e 942 Co.: Telephone Contractor Address Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) l Total $ !Y JOB DESCRIPTION OV 4~ Aie,~, 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 re lating co traction, installation, repair and alteration, and may be revoked at any time upon violation of any provisi f sai ws 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 . . . . . 05-00202001 Date 6/13/06 Revision number . . . . . . . 4 Property Address . . . . . . 8000 AVERY RD Parcel Number . . . . . . . . 273-000407 Alternate Address . . . . . . Tenant nbr, name . . . . . . ADDITION Application type description RES BUILDING PERMIT ADDITION Property owner . . . . . . . PAGLIERI RALPH F & INEZ H Contractor . . . . . . . . . PETER SULLIVAN 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 . . . . 120.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/10/06 Qty Unit Charge Per Extension BASE FEE 40.00 4.00 20.0000 RES ELECTRICAL SERVICE 80.00 Special Notes and Comments Show entire flood plain on site plan. APPROVED BY SUBSEQUENT REVISION 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. SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS. CONTACT PLANNING DIVISION 410-4600 Match existing grades and ensure positive drainage away from structure. Fee summary Charged Paid Credited Due Permit Fee Total 120.00 .00 .00 120.00 Plan Check Total .00 .00 .00 .00 Grand Total 120.00 .00 .00 120.00 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. Nov. 4. 2005 10:36AM EDWARDS INSULATION No.44)i665r. 1 P.02 Permit Number Mcheck Compliance Certificate Checked By/Date 2003 JECC RESchw* Soffware Version 3.6 Release 2 Data filename: C:\Progmm Files\Check\RESeheck\8000 AVERY RD.rck CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.12 DATE: 11/02/05 PROJECT DESCRIPTION: 6000 AVERY P.D. DES IGNER/CONTRACTOR: SULLIVAN BUILDERS COMPLIANCE: Basses Maximum UA = 496 Your Home UA = 482 2.8% Better Than Code (UA) Gro SS Glazing Area or Cavity Cont, or Door UdmetQL R_Valixe R -Value U--Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1302 30.0 0.0 30 Skylight l: ct ~rarne w~t7i-7 peimal Bitak.Double Pane with Low-E 440 0.330 145 Wall l: Wood Framc, 16" o.c. 210 13.0 0.0 17 Wall 2: Solid Concrete or Masonry:taterior Insulation 2004 0.0 11.0 142 Basement Wall l: Solid Concrete or Masonry 936 0.0 10.0 40 Wall height: 8.0' Depth below grade,. 7.0' Insulation depth: 7.0' Window l : Wood Framc:Doublc Pane with Low-E 140 0.350 49 Door 1: Glass 170 0.350 59 Furnace 1: Fomed Hot Air, 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 RE.Scheck version 3.6 Release 2 (fomurly MECched-) and to comply with the mandatory requiem is listed in Check Inspection Checklist. Builder/Designer (/1-) Datc . ~ Nov. 4. 2005 10:36AM t_IXO*- 06 IKSULHI IUN No, 447136sir, 7 P.e3 REScheck Inspection Checklist 2003 IECC REScheck Software Version 3.6 Release 2 DATE: 11/02/05 Bldg. I Dept. { Use I Ceilings: [ ) { I. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I I Above-Grade Walls: [ ) { 1. Wall 1: Wood Frame, 16" o. c,, R-13.0 cavity insulation Comments: ( ] ( 2. Wall 2: Solid Concrete or Masonry: Interior Insulation, R-11.0 continuous insulation I Comments: I Basement Walls: ( ] ( 1. Basement Wall 1. Solid Concrete or Masonry, 8.0' ht/7.0' bg/7.0' insul, { R-10.0 continuous insulation I Comments' Exterior insulation must have a rigid, opaque, weather-resistant protective covering that { covers the exposed (above-grade) insulation and extends at least 6 in. below grade. I Windows: [ ] 1. Window 1: Wood Frame: Double Pane with Low E, U-factor: 0.350 For windows without labeled U-factors, describe features: { # Panes Frame Type Thermal Break? [ ] Yes ( ) No ( Comments: I ( Slwlights: [ ) ( 1. Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E, I 11-factor 0.330 I For skylights without labeled U-5ctors, describe features: I # Panes Frame Type Thermal Break? ( J Yes [ ] No { Comments: 1 ( Doors: [ ) ( 1. Door 1: Glass, U-factor. 0.350 I Comments: I { Heating and Cooling Equipment: ( ) I 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number { Air Leakage: [ ] { Joints, penetrations, and all other such openings in the building envelope that are squrces ofair Nov, 4. 2005 10:36AM EMRAS INSULATION No, 4451665Y. 4 P.04 I leakage must be sealed. ( ] I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly I with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a I 3" clearance from insulation. ( I Skylights: [ j I Minimum insulation requitement for skylight shafs equal to or grcatcr than 12 inches is R-19. I I Vapor Retarder: [ J I Required on the warm-in-winter side ofall non vented lamed ocilings, walls, and $oors. I I Materials Identification: j ) I Materials and equipment must be installed in accordance with the manuficturees installation instructions. [ J I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals fir all installed heating and cooling equipment and service water hearing I equipment must be provided. [ ) { Insulation R -values, glazing U-fictors, and hosting equipment efficiency must be clearly marked on I the building plans or specifications. { I Duct Insulation: ( ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ( ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4, [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ) I Retum ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] I Where exterior walls are used as plenums, the wall must b_e_ insulated to R-8. Insulation is not required on return ducts in basements. V - r I I Duct Construction: [ ) I Duct connections to flanges ofair distribution system equipment must be sealed and mechanically fastened, [ ] I All joints, seams, and connections must be securely fistened with welds, gaskets, mastics (adhesives), I mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181$. I Exception! Continuously welded and locking-type longitudinal joints and scams on ducts { operating at less than 2 in. w.g. (500 ?a). [ ) { The HVAC system must provide a means fOr balancing air and water systems. I I Temperature Controls: [ ] I Thermostats are required br each separate HVAC system. A manual or automatic means to { partially rrstrict or shut offthe hearing and/or cooling input to each zone or floor shall be provided, I Service Water Hearing: ( ] I Water heaters with vertical pipe risen must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Clrcutating Hot Water Systems: [ J I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: karr- rer~r Wr~s~~~~rrrrwi¦n ' Nov. 4. 2005 10; 36AM t OWNDS I NSLX-H I IUN No. 44516655. 5 P. o5 [ ) HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels is Table 2. 140 V. `f. LUU7 IU:JOnIYI GVWMr\VJ u7x+~niaviv 11U.7YJlowi. Ur,no Table l: Minimum Insulation Tl lcknm for Circulating Hot Water Piper. Insulation Thiclmess in Inches by Pipe Sie~q Heated Water Non- .i tlating uno ttc Circulating Maims ap snouts TcmVegature ( F) J~p to I" ll to 1.5" to 2.0" Ovcr " 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 HYAC Piper. l luid Temp. Insulation Thic nesQ in In .h _e by Pipe Sites PiningSys= TyR;5 Range ( Q Z" Runoucy 1" and Less 251, " to 2" 2.5" in 4" Heating Systems Low Pressure/Tempcrature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Stearn Condensate (for bed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) TOTAL P.e6 ri Dec 16 09:17:50 2005 614 261 1093 P. 1 - jame4 c a I h o u n archilecI inc. 373 Walhalla road columbus, oh 43202 614.261.6525 fax. 614.261.1093 erruail.jcaihou2@columbus.rr.com d o c u m e n I revision by-~OZoo( date: December 15, 2005 to: Ralph and Inez Paglieri copy to: Sullivan Builders ref: Revision of foundation design for the addition to 8000 Avery Road (revision to the Architect's drawings dated 11/17/05) In response to a phone call from Jeff Stone on this date I made a site visit to inspect where the new addition foundation conflicts with an existing below grade sanitary line on the northwest corner of the new addition. Based on my examination of the condition I proposed and have approved a revision to the foundation in order to span over the sanitary line as shown in the diagrams below. Per our discussion at the site, we also recommend to relocate the underground sanitary pipe so that it does not pass below or through new addition. Jeff is to discuss this with Peter Sullivan and plan accordingly. This document has my stamp and signature to submit copies to the Dublin Building Department as needed. 21-0II 21-011 l f~ ~ APPROX. LOCATION OF EXISTING ° I I SANITARY LINE NEW 't=0i..) •li;",T'l _>t'v /iD AS R.EL LK l t_; R:11 "S AR-1-.-A IIIIOIIIIIF DETAI L Xt DETAIL X Y rl I 1 *sees O ,/9% I 1 5; FOOTINGS AS ` 4' •so I ' 1 ORIGINALLY DESIGNED JAMES CALHOUN 5694 i - ~C,~, 0 j* C-1 • oese o, 1 I GRID REFERENCE REBAR INTO FND WALL LINES PER STANDARD DETAILS EXPANDED CONC FTG. I #5 REBAR AT 8" OC. EA WAY VERIFY 2500 ° o 0 3- o- o PSF BRG. SOIL O PROVIDE SHROUD Issued by, EXIST. / TO ISOLATE PIPE r, SAN 41-611 FROM NEW CONC. J es Calhoun, Architect DETAIL SECTION X-X jcai NOV. 4. 2005 1036AM EDWARDS INSULATIDN NO, 44) 1665r, 1 P.02 Permit Number REScheck CompUanee Certificate Checked By/Date 2003 JECC REScheck Soffware Version 3.6 Release 2 Data filename: CAProgrram Piles\Check\RESeheck\5000 AVERY RD.rck CITY: Dublin (Franklin) STATE: Ohio FMD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RAT 10: 0.12 DATE: 11/02/05 PROJECT DESCRIPTION: 8000 AVERY RD, DESIGNER/CONTRACTOR: SULLIVAN BUILDERS COMPLIANCE: Fasses Maximum UA = 496 Yovr Home UA = 482 2.8% Better Than Code (UA) Grass Glazing Area or Cavity Cont. or Door Perimeter R_Value ENV lue l.IFactos -UA Ceiling l: Flat Ceiling or Scissor Truss 1302 30.0 0.0 30 Skylight l: ct. tame w'-Fiat 7 heimal Barak Double Psne with Low-E 440 0.330 145 Wall I-. Wood Frame, 16" o.c. 210 13.0 0.0 17 Wall 2. Solid Concrete or Masonry: Interi or Insulation 2004 0.0 11.0 142 Basement Wall 1: Solid Concrete or Masonry 936 0.0 10.0 40 Wall height: 8.0' Depth below grade-. 7.0' Insulation depth: 7.0' Window 1: Wood Framc:Doublc Pane with Low-E 140 0.350 49 Door l: Glass 170 0.350 59 Furnace 1: Foared Hot Air, 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 REScheek Version 3.6 Release 2 (1Drmcdy MECchedc) and to comply with the mandatory rtquircm is listed in theeklnspection Checklist. ' Builder/Designcr ~r1'`` Date Nov, 4. 2005 10:36AM klr.ll-)t<llS IN5ULH1 IUN No. 44715651r, j p.03 RScheck Inspection Checklist 2003 IKC REScheck So>lware Version 3.6 Release 2 DATE: 11/02/05 Bldg. I Dept, { Use I Ceilings: [ ) { I. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] { 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: [ ] { 2. Wall 2: Solid Concrete or Masonry: Interior Insulation, R-11.0 continuous insulation I Comments: I Basement Walls: [ ] I 1. Bas=enr Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. I I Windows: [ ) I 1. Window 1: Wood Frame:Double Pane with Low E, U-factor: 0.350 For windows without labcied U-factors, describe Exurrs: { # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Skylights: [ ) I 1. Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E, U-Factor. 0.330 For skylights without labeled U-odors, describe fkaturCS. I # Panes Frame Type Thermal Break? ( ) Yes [ J No { Comments: I { Doors: [ ] { 1. Door 1: Glass, U-factor. 0.350 Comments: I { Heating 2nd Cooling Equipment; [ ] { 1. Furnace 1: Forced Hot Air, 90 AFUE or higher I Make and Mode[ Number I { Alr Leakage: [ ) { Joints, penetrations, and all other such openings in the building envelope that are spurces of air Nov, 4, 2005 10, 36AM EntvRRpS INSULATION No. 44516651'• 4 P.04 I leakage must be sealed. [ j I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly I with a 05' clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a I 3" clearance from insulation. I Skylights: [ ] I Minimum insulation requirement for skylight shais equal to or greater than 12 inches is R-19. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented named ceilings, walls, and floors: I I Materials 1dentilic2tion: [ j I Materials and equipment must be installed in accordance with the manuficturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and savicc water heating I equipment must be provided. [ ] I insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. I I Duct Tnsulation: ( ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ j I Supply ducts in unconditioned spaces must be insulated to R-8. ( ] I Retum ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] I Where exterior walls are used as plenums, the wall must be insulated to R-8. I Insulation is not n quired on return ducts in basements. I I Duct Construction: [ ) I Duct connections to flanges of air distribution system equipment must be scaled and mechanically fastened. [ ] I All joints, scams, and connections must be securely listened with welds, gaskets, mastics (adhesives), I mastic-plus-embedded-fabric, or tapes, Tapes and mastics must be rated UL 181A or UL 181$. Excepffon: Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less tban 2 in. w.g. (500 Pa). [ J The HVAC system must provide a means for balandng air and water systems. I Temperature Controls: [ ) I Thermostats are required for each separate HVAC system. A manual or automatic means to I partially rrstrict or shut offthe hearing and/or cooling input to each aonc or Poor sball be provided. I Service Water Heating: [ ) I Water heaters with vertical pipe risers must have a heat trap on both the inlct and outlet unless the water heater has an integral beat trap or is part ofa circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Clrcutating Hot Water Systems: [ J I lnsulare circulating hot water pipes to the levels in Table I. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% I of the heating energy is from non-deplerable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation. Nov. 4. 2005 10: 36AM tL)WHKUS INtiuwi fury 1o. 44)'665P. 5 P.05 [ ) HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels iu Table I 10 V. It. LUU7 IV:30h'YI L-VWMr,u.7 A1YJULMI ALnv 14 V. •t't low'l, U r,l70 Table Minimum Insulation Thickness for Circulating Sot Water Pipe. Insulation Thi knes,% in Inches by Pipe Sits Hcatcd Water Non-Circulating, Rumours Circulating Mains ap R 1no s 17 ct nerature l Fl V I" Un to 1.25" 1-Y ro 2.0" Oycr " 170-180 o.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: Min imam Insulation Thickness for HVAC Pipes. Fluid Temp, Insulatio13 Thick nesa in lncbrj by Pipe Si = pining System Typo Rang( Fl Z" Runouty I" and Less 2S~ ~ to 2" 2.5" to 4" Heating Systems Low Pressure/Tetnpcrature 201-250 1.0 1.5 1.5 2.0 Low Tcmpetatute 106-200 0.5 1.0 1.0 1.5 S team Condensate (for fed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refigeranc, 40-55 O.S 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Departmcnt Use Only) TOTAL P.06 %M,i Dec 16 09:17:50 2005 614 261 1093 P. 1 lames ca o u n archi e c f inc. . 373 walhalla road columbus, oh 43202 614.261.6525 fax. 614.261.1093 err:ail.jc.aihou2@colurnbus.rr. corn document revision ~y ~v2& date: December 15, 2005 to: Ralph and Inez Paglieri copy to: Sullivan Builders ref: Revision of foundation design for the addition to 8000 Avery Road (revision to the Architect's drawings dated 11/17/05) In response to a phone call from Jeff Stone on this date I made a site visit to inspect where the new addition foundation conflicts with an existing below grade sanitary line on the northwest corner of the new addition. Based on my examination of the condition I proposed and have approved a revision to the foundation in order to span over the sanitary line as shown in the diagrams below. Per our discussion at the site, we also recommend to relocate the underground sanitary pipe so that it does not pass below or through new addition. Jeff is to discuss this with Peter Sullivan and plan accordingly. This document has my stamp and signature to submit copies to the Dublin Building Department as needed. 2'-0" 2'-0" APPROX. LOCATION OF EXISTING ° I i SANITARY LINE Xt X DETAIL X l /A° FOOTINGSAS 4' '•;1 ORIGINALLY DESIGNED ' JAMES ! I CALHOUN 5694 . c 0000.,6009-6 . B "',R ED GRID REFERENCE i REBAR INTO FND WALL LINES PER STANDARD DETAILS r EXPANDED CONC FTG. I #5 REBAR AT 8" OC. EA WAY !a I VERIFY 2500 ° o _o 40- ~-!--2-9 PSF BRG. SOIL r O PROVIDE SHROUD Issued by, EXIST. TO ISOLATE PIPE SAN 41-611 FROM NEW CONC. J es Calhoun, Architect DETAIL SECTION X-X 1 _ _J__ REVISION 1 0 O O I I ~Q~a ; 0 I ~ i ii O ,i' li ? --i- , II < i ~ ~ } ~F ~ ~t I AN ADDITION AND ALTERATIONS TO THE E ~3 000 AV ~ F~ Y ~XIS"~INC I~~SID?~NC~ A"~ DUBLIN, OHIO 430 ~~~~7 prepared by James Calhoun, Architect Inc. [nc. i 373 Walhalla Road Columbus, Ohio 43202 (614)261-6525 THESE DRAWINGS NAVE 'fl BEEN REVIEWED FOR ANI} SHALL COMPLY WITH THE 2004 EDITION 01= THE RESIDENTIAL CODE OF ONiO PERMIT AND BID PHASE DRAWI iRAWINGS APPROVE SITE FOR ALL NSP CT ON E ON S, OCTOBER 24, 2005 Revision #1 Nov. 14, 2005 MECHANICAL CONSULTANT ELECTRICAL ENGINEERING REVIS1ON5 LOG GENERAL CONSTRUCTION: 3TfdUCTURAL ENGINEERING: SURVEY: LANDSCAPE DE31GN REVISION #1; 11/14/05 AFFECTS ALL SHEETS; DO NOT USE DRAWINGS PRIOR TO THIS DATE FOR CONSTRUCTION. SULLIVAN BUILDERS JAMES CALHOUN, ARCHITECT INC. JERRY L. CASSELL BASSETT ASSOCIATES 1886 IEWETT ROAD 373 WALHALLA ROAD OHIO PROFESSIONAL SURVEYOR LANDSCAPE ARCHITECTS POWELL, OHIO 43065 COLUMBUS, OHIO 43202 N0. 6378 4010 ADA ROAD LIMA, OHIO 45801 (614) 846-1305 (614) 261-6525 (419) 221-0181 i i - I I'~ L LOAD CRITERIA LOAD CHART) SA G NERAL NOTES STRUCTURAL NOTES STRUCTURA E SAFETY REQUIREMENTS MATERIAL LEGEND DRAWING INDEX; James Calhoun ~rchifec~ Inc. 1.TI 1.TEMPORARY BRACING: THE STRUCTURE IS DESIGNED TO BE SELF SECTION VIEWS: I SHEET CONTENTS 313 Walhalla Road 1.CODES: ALL WORK SHALL BE D0 E IN CONFORMANCE WITH THE OHIO BUILDING CODE, LOCAL 1.LOAD FACTORS: SEE CHART FLOORS SUPPORTING AND STABLE AFTER CONSTRUCTION IS COMPLETE AND Columbus, OH 43202 C DES AND DIRECTIVES OF LOCAL UTHORITIES. THE GENERAL CONTRACTOR IS RESPONSIBLE SUP 0 NPR ESSES MEET ALL 2.SOIL: A SOIL BEARING CAPACITY OF 2500 PSF IS ASSUMED FOR DESIGN ;NOTIFY THE FOR INSURING THAT THE COMPLETE WORK AND CONSTRUCTIO OC FLOOR DEAD LOAD 15 PSF MA~ MATERIALS CURED AND ANCHORED. THE CONTRACTOR IS BEARING SOIL T1.0 GENERAL NOTES 1 PROJECT DATA ~ }el.(614) 261.6525 GOVERNING REGULATIONS AND LAWS. NOTIFY THE ARCHITECT WHEN PREPARING BIDS AND AS ARCHITECT OF QUESTIONABLE SOIL BEARING CONDITIONS. THE CONTRACTOR SHALL RES RESPONSIBLE fns (614) 261.1Q93 SOON AS CONDITIONS ARE KNOWN I DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS PROVIDE SOIL TESTS FOR CONDITIONS WHERE REQUIRED BY CODE OFFICIALS OR BY FLOOR LIVE LOAD 50 PSF TO ARE EXPECTED TO MEET CODE CRITE IA. THE ARCHITECT. NOTIFY THE ARCHITECT OF ANY DEFICIENT SOIL CONDITIONS PRIOR TO TO DETERMINE THE EREC110N PROCEDURE AND TO PROVIDE BALL e ~8 0 ° ° GRAVEL/ GRANULAR FILL SLO SITE PLAN BRACING, SHORING, GUYS, TIE-DOWNS, ETC. REQUIRED TO INSURE THE n q° , ° JCARCTEC@COLUMBUS.RR.COM CONSTRUCTING FOOTERS, FOUNDATION PADS OR OTHER STRUCTURAL BEARINGS. STAIR COMBINED LOAD IF APPLICABLE 100 PSF BR," SAFETY AND STABILITY OF THE STRUCTURE AND EFFECTED • ° : CONCRETE MITS: THE GENERAL CONTRAC OR SHALL BE RESPONSIBLE TO VERIFY ALL CONSTRUCTION SAf 2.PER VE BEEN OBTAINED AND 3.ALL CONCRETE CONCRETE BLOCK AND MORTAR SHALL BE ADEQUATELY CURED BEFORE COP COMPONENTS. A1.0 BUILDING FOUNDATION PLAN ~ PERMITS, AND OTHER GOVERNMENT L AGENCY DOCUMENTS HA , PROPERLY EXECUTED BEFORE AND DARING THE CONSTRUCTION AS APPLICABLE . SUBMIT IMPOSING STRUCTURAL LOADS. CONCRETE DESIGN FOR MINIMUM Fc= 3000 PSI FOR PARTITION !WALL LOAD 110 PLF CONCRETE BLOCK 1ST FLOOR STRUCTURE 0 COPIES OF ALL SUCH DOCUMENTS T~`0 THE ARCHITECT AND OWNER. FOOINGS; Fc=3500 PSI FOR INTERIOR SLABS , Fc- 4000 PSI WITH 5% AIR ENTRAINING 2 B CEMENT FOR EXTERIOR CONCRETE, OR AS SPECIFIED ON SPECIFIC DRAWINGS. 2.BARRICADES: PROVIDE ALL BARRICADES, RAILINGS, FENCES AND OTI . OORDINATION: THE GENERAL COP~ITRACTOR SHALL COORDINATE THE WORK AND MEET ALL 3 C FRC OTHER SUCH STRUCTURES NEEDED TO PROHIBIT THE GENERPIL PUBLIC ~ BRICK ~ ,I REQUIREMENTS TO ALLOW PROPER AND TIMELY EXECUTION OF WORK FOR ALL TRADES, 4. MORTAR MINIMUIM Fc=1800 PSI TYPE "S" OR AS SPECIFIED ON THE DRAWINGS. ROOF FROM ACCESS TO THE CONSTRUCTION AREAS. ALSO PROVIDE CLEAR A2.0 ARCHITECTURAL FLOOR PLAN 0 AND ADEQUATE SIGNS TO IDENTIFY DANGEROUS AREAS AND HARD •~^h^A^F^;,^~^h STUCCO OR VINYL SUPPLIERS AND SUBCONTRACTORS. MORTAR SHALL COINFORM TO STANDARDS OF ASTM C270 FOR COMPRESSIVE STRENGTH ANI AND E518 OR C952 BOND STRENGTH. ROOF DEAD LOAD PSF 15 HA' HAT AREAS. PROVIDE ALL BARRICADES, RAILINGS AND OTHER A2.1 CEILING PLAN ~ I N :VERIFY ALL DIMENSI~ NS SHOWN ON THE DRAWINGS BEFORE CONSTRUCTION. ME 4.DIMENS 0 S 25 MEANS NEEDED TO INS ~ ROUGH WOOD FRAMING LIGHTING SCHEMATIC T F ANY DI ' REPANCIES BEFORE PROCEEDING WITH AFFECTED WORK. 5. CONCRETE BLOCK, BRICK AND OTHER MASONRY COMPONENTS SHALL PROVIDE ROOF LIVE LOAD PS NOTIFY THE ARCHITEC 0 URE LIRE SAFETY ON THE CONSTRUCTION SITE FOR ALL WORKERS, 0 DIMENSIONS ARE SHOWN TO THE F OE OF ROUGH-IN MATERIALS (EG. STUDS, BLOCK, ETC.) MINIMUM OF 1500 PSI COMPRESSIVE STRENGTH FOR CONC. BLOCK (ASTM C145); 8000 SNOW LOAD INCLUDNG DRIFT PSF 37 WI E. DIMENS ONS SHOWN TO A DASHED LINE INDICATE OBJECT PSI FOR EXTRUDED BRICK (ASTM C652) AND 4540 PSI FOR MOLDED BRICK. MEET ALL EMI UNLESS NOTED OTHER S DESIGNATIONS FOR FIRE WALL CONDITIONS. UNITS SHALL BE FIRST QUALITY, EMPLOYEES, VISITORS, AND THE GENERAL PUBLIC. A2.2 MAIN LEVEL PATIO PLAN ® FINISH WOOD CENTERLINE. ~ UL SNOW EXPOSURE FACTOR Ce 0.9 FREE FROM ALL DEFECTS. 3.C 3.OSHA/ EPA: FOLLOW THE CURRENT PUBLISHED OSHA A~dD EPA r ~In~ ~ BL CK = HREE RUNNING BOND BRICK COURSES = 8 INCHES. WALL SNOW IMPORTANCE FACTOR 1 STi 5. UNITS: ONE CONCRETE~~ 0 STANDARDS AND GUIDELINES FOR ALL ASPECTS OF THE PROJECT AS 1l Jl BATT INSULATION A3.0 ROOF STRUCTURAL PLAN FRAMING NOMINAL 3-1 /2 (WOOD STUD) OR 4 (METAL CHANNEL) UNLESS NOTED OTHERWISE. 6. METALS: STRUCTURAL STEEL SHALL BE NEW SECTIONS OF ASTM A992 GRADE 50 API APPLICABLE. STEEL UNLESS NOTED OTHERWISE. REBARS SHALL BE ASTM A615 STANDARD DEFORMED ERAL CONTR ~ CTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL BARS, Fy=60 KSI. USE STEEL HOT DIPPED GALVANIZED PER ASTM A123 WHERE NOTED. RIGID INSULATION A4.0 EXTERIOR ELEVATIONS ~ 6.OPENINGS: THE GEN Ai T L S EMBLIES SHALL BE SHOP WELDED WHEN POSSIBLE IN CONFORMANCE 4.F FLOOR, WALL AND ROOF OPENINGS ,FOR THE VARIOUS TRADES AND SHALL BE RESPONSIBLE TO ALL ME A A S 4.FIRE: TAKE ALL NECESSARY PRECAUTIONS TO PREVENT FIRES PROVIDE ALL SUCH OPENINGS, PROPERLY LOCATED, SIZED, BRACED AND SUPPORTED. WITH AWSI AND ASTM STANDARDS FOR CERTIFIED WELDS. WHEN NOT FEASIBLE, OR 'WALLS ON WHEN APPROVED, METAL JOINTS MAY BE FABRICATED FOR BOLTED CONNECTIONS. ALL ~ ON THE PROJECT SITE. MAINTAIN FIRE EXTINGUISHERS GYPSUM BOARD A4.1 EXTERIOR ELEVATIONS ~ AND OTHER FIRE FIGHTING MEANS NEEDED TO PUT OUT FIRES IN II~ ~ f 111111 ~ 7.LINTELS: PROVIDE LINTELS OVER HE OPENINGS OF ALL WINDOWS, DOORS, DUCTWORK, PIPES, CONNECTIONS (WELDS OR BOLTS) SHALL BE DESIGNED TO DEVELOP THE FULL WIND LOADS; EM EMERGENCY SITUATIONS. OPEN FIRES ARE NOT PERMITTED! FOR ANY EARTH ETC WHERE LOADS OCCUR. CONSU T WITH THE ARCHITECT WHEN LINTEL CHARACTERISTICS STRUCTURAL CAPACITY OF THE MEMBERS JOINED. PROVIDE STEEL BEARING PLATES PURPOSE. SHIELD TORCHES, WELDING EQUIPMENT AND OTHIER FLAME A5,0 BUILDING SECTIONS ~ L E ES FOR PIPE PENETRATIONS THROUGH WALLS, FOOTERS, ANCHORED TO WALLS WHEN STEEL BEARS ON MASONRY OR CONCRETE. WIND SPEED 80 MPH PUI ARE NOT SPECIFIED. PROVIDES E PRODUCING EQUIPMENT FROM SURROUNDING CONSTRUCTIOI~J. ~ ETC. PROVIDE LINTELS WHEN PIPES,PASS BELOW FOUNDATIONS. PRi 7. WIRE MESH: 6 J(6 1.4X1.4 WELDED WIRE FABRIC ASTM GRADED. WIND LOAD IMPORTANCE 1 SA SAFELY STORE OXYGEN AND OTHER FLAMMABLE MATERIALS IN ° A5.1 BUILDING SECTIONS ~ Q 8.JOINTS: CONCRETE SLABS, CONC ETE WALLS AND CONCRETE BLOCK WALLS SHALL HAVE AP 8. GROUT: COMPLETELY FILL ALL MASONRY VOIDS WHERE REBARS OR ANCHORS WIND EXPOSURE CATEGORY B APPROVED LOCATIONS AND IN A MANNER TO PROHIBIT 1.~=~'J COMPACTED FILL 0 ~ APPROVED EXPANSION JOINTS LIMNING THE MAXIMUM FLOOR SLAB AREA TO 500 SQUARE UN FEET AND THE MAXIMUM WALL LEN TH TO 30 LINEAL FEET. INSTALL JOINTS WHERE SHOWN OCCUR AND WHERE BEAMS OR COLUMNS BEAR. FILL ALL VOIDS USING 2500 PSI UNAUTHORIZED ACCESS TO SUCH ITEMS. USE OF KEROSENE AND A6.0 DOOR AND WINDOW ELEVATIONS L~ R HITECT FOR JOINT LOCATIONS AND DETAILS IF NOT CONCRETE GROUT, NOT MORTAR, TO FILL SUCH VOIDS. GA ON THE DRAWINGS. CONSULT WIT THE A C GASOLINE HEATERS IS NOT PERMITTED UNLESS APPROVED IIN ~ SECTION MARK: WRITING BY THE ARCHITECT AND BUILDING AUTHORITY. ~ INTERIOR ELEVATION DATA ~ H WN. SEISMIC LOADS: Wf SO 9.LUMBER: FRAMING LUMBER SHALL BE STRUCTURAL GRADE OR BETTER WITH A SECTION #/SHEET # Q I N OF THE D WINGS AND SPECIFICATIONS IS TO PROVIDE A PROJECT MINIMUM 1400 PSI EX1TtEME FIBER CAPACITY. USE LUMBER OF HIGHER GRADE AND PEAK VELOCITY RELATED ACCELERATION Av 0.077 5 f 9.INTENT: THE INTENT 0 , S.HAZARDOUS MATERIALS: INSTALLATION, USE, OR HANDLIING OF A6.1 INTERIOR ELEVATIONS AND DETAILS ~ u7 COMPLETE AND PROPERLY FUNCTIO ING IN EVERY RESPECT, READY FOR THE OWNERS STRENGTH WHERB SPECIFIED. VERIFY BUILDING CONSTRUCTION CLASS AND USE FIRE 0.1 AN ANY PRODUCTS CONTAINING ASBESTOS OR OTHER HAZARAIDOUS ~ ND USE WITHIN THE IME SPECIFIED IN THE OWNER/ CONTRACTOR AGREEMENT. RETARDENT TREATED LUMBER AND WOOD PRODUCTS WHERE REQUIRED BY CODES. PEAK ACCELERATION Aa OCCUPANCY A L DEDINTHE M? ALL MATERIALS AND LABOR REQUI ED TO MEET THIS END SHALL BE INC U E ND HE Y GLUING AND SEISMIC HAZARD EXPOSURE GROUP GROUP 1 MATERIALS PLAN VIEWS: ~ ~7 ~ o ORS' BID PROPOSALS HETHER OR NOT THEY ARE SPECIFICALLY SHOWN OR NOTED 10,WOOD BEAMS: CONSTRUCT WOOD BEAMS, LINT LS A IN CONTRACT NTINUiOUS MEMBERS USING FULL 1 2" PLYWOOD SPACER PLATES AND MIN ~ IN AN UNAPPROVED MANNER IS PROHIBITED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FILE ALL EPA RELATED ~ NEW METAL STUD WALL ~ ~ d' IN THE PLANS AND SPECIFICATIONS NAILING CO ~ SEISMIC PERFORMANCE CATEGORY B CO 16d RESIN COATED NAILS SPACED AT MAX. OF 12 INCHES HORIZONTAL AND 4 INCHES REI REPORTS, OBTAIN ALL NECESSARY PERMITS, AND CARRY QUIT ALL 10. PERMITS: ' VERTICALLY. NAIL MEMBERS FROM BOTH SIDES. USE STEEL PLATES AND STRAPS AS S01L PROFILE S4 NE NECESSARY PROCEDURES FOR THE PROPER HANDLING, REMOVAL AND U EXISTING WALL NOTE: MECH !ELEC. DRAWINGS ~ X ~ 0 THESE DRAWINGS ARE TO BE SUBMI~fTED FOR GENERAL BUILDING PERMITS ONLY. ALL PERMITS NOTED ON THE DRAWINGS. NO SPLICES ARE PERMITTED. USE PRE-ENGINEERED DISPOSAL OF ANY HAZARADOUS MATERIALS IN ACCORD WITH EPA BY OTHERS ~ NTRACTORS TO OBTAIN AND PAY LAMINATED BEAMS (PARALAM OR EQUIVALENT) WHERE NOTED. DI; AND APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CO At. FOR 10.W00D CONNECTIONS: BOLT WOOD TO STEEL OR MASONRY USING 1/2" DIAMETER STRUCTURAL SYSTEM: REINFORCED MASONRY SHEAR WALLS AND ALL OTHER LEGAL REQUIREMENTS. EXISTING WALL WITH NEW 0 = UNLESS DIRECTED OTHERWISE BY T E OWNER. INSULATION OR FINISHES. M1.0 MECHANICAL PLAN BOLTS, EXPANSION ANCHORS OR OTHER METHODS IF APPROVED BY 1T-IE ARCHITECT. TH THE ARCHITECT HAS NOT BEEN AUTHORIZED TO PROVIDE ANY Mt.i MECHANICAL DETAILS ~ ~ Z ANALYSIS TO IDENTIFY HAZARADOUS COMPONENTS AND TAKES NO _ _ EXISTING WALL TO BE REMOVED ~ Q E ONTRACTOR SHALL FURNISH OPIES OF ALL PERMITS AND ALL RELATED DOCUMENTS BOLT SPACING TO BE 24" ON CENTER UNLESS NOTED OTHERWISE. VERIFY THE BOND At` TH C THIN 1 WORKING DAY OF OF ALL ANCHORS IN MASONRY AND TO STEEL. PROVIDE STEEL ANGLE AND/OR STRAP = FROM BUILDING AUTHORITIES TO T E OWNER AND THE ARCHTECT WI EAMS FRAME INTO RESPONSE MODIFICATION FACTOR R RE RESPONSIBILITY FOR IDENTIFICATION OF ITEMS OR AREAS ~ ~ RECEIPT OF SUCH DOCUMENTS. DO OT PROCEED WITH ANY CONSTRUCTION WORK UNTIL CONNECTORS FOR ALL CONDITIONS WHERE WOOD JOISTS OR B CONTAINING SUCH MATERIALS. NEW CONCRETE BLOCK E1,0 ELECTRICAL PIAN • SITE ~ Z ~ BT INED. FOLLOW ALL DIRECTIVES OF LOCAL CODE OFFICIALS OTHER STRUCTURAL MEMBERS. DEFLECTION AMPLIFICATION FACTOR Cd = CC REQUIRED PERMITS HAVE BEEN 0 Q AND MEET ALL CODE i 11.CU1TING: DO INOT CUT THE TOP OR BOTTOM OF STRUCTURAL MEMBERS. DO NOT ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE REQUIREMENTS. ~ E1.1 ELECTRICAL POWER PLAN -BLDG. ~ Q ~ CUT MORE THAN ll.5% OF THE TOTAL CROSS SECTIONAL AREA OF ANY STRUCTURAL MEMBER UNLESS APPROVED BY THE ARCHITECT. N TE• ® BRICK VENEER ON FRAME WALL E1.2 ELECTRICAL EQUIPEMENT I DATA Q Q LOADS AND CALUCLATIONS PERTAIN ONLY TO NEW STRUCTURES. RES. 12. BRACING: PROVIDE JOIST BRACING AT MAXIMUM 10 FEET ON CENTER AND CLOSER H D WINGS. USE APPROVED HANGERS OR SEATS WHERE JOISTS DENOTES WALL TYPE AND ~ IF CALLED FOR ON T E RA FRAME INTO BEAMS OR HEADERS. INSTALL DIAGONAL WALL BRACING AT ALL EXTERIOR Wi GENERAL CONSTRUCTION. CORNERS AND AT 20 FEET INTERVALS IF WALLS EXCEED 40 FEET DETAILS OF WALL MAY VARY ~ ILl IN LENGTH. WALL BRACING SHALL BE INSTALLED TO COUNTERACT WIND LOADS BY TENSION STRESSING UNLESS NOTED OTHERWISE. ALL BRACING INSTALLATIONS ARE ACCORDING TO BUILDING 0 ~ SUBJECT TO-THE ARCHITECT'S APPROVAL. SECTIONS. a 11/14/05 Auth B ; '.caihoun ~ ~~~V" ADDITIONAL DATA AS D REQUESTED 0 BY DUBLILN PLAN REVIEW NOTICE ~ M OF NOV. 2, 2005 PERMIT 05.202001 9 REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV. 11, 2005 915 x S ~ ^ Jaron e~TaYrenhip I~,.---.._ u ~ f _ ~r~ ~ ~r Asphak x Pav't o I~~ r 1 ~Illlcll ~ Ret. • ~ ~~GONCn ruses-" I {r S f Li 51w~uxk t Wall ~.:.y- -l~" ~ ~ ,r ~ ~ ~ ~ ~~11>,IlllulululuHrupli ~~n Stm y i ll ~arWrr ~ Shawnee Hllls ~ „~d® iii 9 W) i ~ J 4ulfC~~ lJ' U lll+'~.~^ C t~ Y •.••y.• O h JI ill V G~~ I~ .b ~ ~k 1 i ~;C'L ..n, .251 ~ ~ ~ • • Stm Stm pspha t Pau't Stm _ 45 s~~ , AMES 0 NI ~ 1 ~l(rf~~ ~r~~~~r~ ~,..r~ ~olfc~ur _ CALHOUN 30.0 4.0 ~ ~ ~I,v ~ j, rv~Y~ ~ 5694 ~-n' Qi ~ iii ~ _ ~.-r~~~f1 ti ~ ~ i • ~ ~ ~ ~t 8,0 0 7.33,.' 7.33,, ~ U O f ~3 ail, ~~B r9uificJdNi,l~S{c Sr `~'-'~~(CC",J` `~n 1~ ~i ~C' 3 ` ~1 GaunLyGlub ; S ,~~~,:3 t _ }{/C~~"~f... 11 ~ is • • 5,0 ~ ; v h,, r: ~ C v 15.33 5,0 8.0 ~ ~J . ~ tfi~~ i I~ 1111 FR g ~ Jr , , J'3r'~~ti r~~l 3 7 ! 111/l U11~~ } .~~15-~A .r ,r ~ {r?,+ ( If ldllllllllllll111 ~ 25.66 EXISTING 25.66 ~ l ~Ir, ~,..sa , ~ ~~1.U, ~~s v ~r~ . f~ V ~I ~~~~1~~ {PROJECT ac j~i ~ RESIDENCE ; p s.o 7 8.0 15.33) , 1 Ott j ~ ~ )~.~-~f`1 f 4`. I~, i r _ t'~l Ill.`` ~1 i,j~ 1 ~~,.J~1~~ ~ "f +i " rn 1st floor EI = 922,5 verify 11.33 8.0 11.33 ~~r` ~ ~ ~ . ~ ~ ~I(~~ ~k 4~.,.,&°~ ..'IL+ 11„,Ir.~i ~`y, t~ s t 4.0' ~ ~ ~~fU~ Y lFi iii' T ~I~[rt~'h. i,Crr 1 30,0 20'(CIRC) 20 (cIRC) ~t~~,~;~~~,tC° ~ J'1~=,~ ° ~ r9 ~C~1(~~~~,~i'. ~ f~ ~ Z 13.33 7.0 - - - ;,.:ys'ff' ~i ~u_ ( ~ 1~ 9~4`~~f)~L ~~~v-~t v~~ //I`~ 251 O 1 5~~ ~~r;-r~~ ~ 1,, "~;~y~~~ 145 ~ 1„ F~ EDGE OF 100 YEAR t~ 33 I !y ~1~~~~~.}>}°~~ i 1I~~~''.;^ ~~I~~ f~ ~'~1~I ~r" - Z FLOOD PLAIN 1 `i+f ~~i~~r `~`"'~~t~,~~~,5 ~t~'~1.~~~ f ~~IL,~, ~q~~ JI< _ i4{~ 1~ ~ ' I( ~~Sl.'C,~G'`1 IC`~,fl~rt I ~p,~ k.'; z~.~. I' I v h 4 ~ EL 919.88 9Z ' k b",. 161 ~ 7.n 1~ S ~ N -5 N, H s?~ ~I~ .161 ~ 33 ~ J ~ It~ ~°'I PRIN7 DATE: 11/17/05 ~ f .1 I~ }tt ~ ~i_.~ Y j ~ w.--ff ~~,'~?c,~i~l ~~,:y~r ORIGIN DATE: 2!05105 p 07 ~ v.- f REVISwN: LOCATION PLAN 1~ 11/14/05 NORTH ~ 11/17/05 BUILDING PAD T12 „ _ D Scale. 1 - 30 ft a PLAN SHOWS EXTERIOR OVERALL DIMENSION .L DIMENSIONS D OF THE BUILDING PAD. Tl1TA1 CVTCTTAIC I TVARI G ADCA n o..rr•.• ivinLLni.iiiIV v" V {LnIXL anccI (EXCLUDING GARAGE AND UNFINISHED AREAS) = 1 :D AREAS) = 11,020 SF D TOTAL NEW LIVABLE AREA a (EXCLUDING UNFINISHED AREAS) = 2630 SF !630 SF 0 1190 TOTAL % OF NEW LIVABLE AREA = 23.8 % 0 I _ 1 I James Calhoun ~rchi~ec~ Inc. ~ 313 Walhalla Road Columbus, ON 43202 PROPERTY LWES ~ fel.(614) 261•bS2S fax (b14) 261.1093 J CARCT E C @COL U M B U 3. R R. CO M it 1 ~ L? o o~ I o i ~ o a x/i' 1~ t o ,~j 1? ~ a 3^Eg3p.61~ .~F'~ N13^395 / o 915 a 3.25' x 5' Elip. Conc. Inv. 911.31 ~ a~d~ ~ ~ol1lne 915 n / SuCVaV co HOtIC t0 API`" ANT E1~lGWEERINGC041P11 'S'CE 0 City of p~blin VIC ASSO' ATION RE E ~ ~ O ~ SEPpAATE 4WNEPo, AFr IRED BY DE D 1 APPIKOVED AS hOTEp ANO APPROVAL MAC FOR COMpLIA G ~ O U APPLICANT IS RESPONSI ~ I I , ~ ~ ~ 91S T OEEDAR~AACTIONS RE IU?AED B~ Tl~l. I, Ah 1{ ~ Q ilG 0 ~ ^ I 11/14/05 0 ~ ~ ~ ~ Ruth B : Calhoun s ~ 1 floor elevations ~ z 9jS 9 ~ ~ ~r ~ w $~'!B~ updated per ~ W more recent data from ~ ~ 915 FROM pU9LIC R•0•~• ~ Ch pEANNING O?V?S?ON surveyor of record. ~ ~ ~ _ 1 M C~ ~ ~ Q 1 fl Asphalt m 1 m d I p ~ F' ~ - by Pav't 9 Ret z o~° pU81.IN~ ~NI ~ ~ o O ~ rn ~ Wal ~ ~ CItY (!F PLAN REVIEW 9j CROSS HATCH DENOTES ~ ~ Q ~ 1 Well Stm h 1 o ~ 915 rQN'NG QTED AREA OF ~ ~~~~FQAS NEW POOL BU[LDING NOTE; FLOOR EL. ~ O O House 1 4 9 Asp alt Pa 't Stm 't`" v,Ad 2600 SQUARE FEET MODIFIED TO 913.25 ~ ~ 1 0 NEW FLOOR EL - PER DATA FROM Q 1 1 EXISTING CONTOUR JERRY CASSELL C7 > 1 A 1 I " P~ AT EL. 913 PIER 11/10/05 ~ 0 by 9 a EXISTING ~6~1~o SURVEYOR'S CONTOUR SINGLE HATCH DENOTES Z MAP AREA OF ~ N O U NEW PATIO AT UPPER LEVEL 0 ~ RESIDENCE; m 165 SQUARE FEET ~ ~ ist floor EI = 922.5 v ri ' PATIO EL = 9~~-f~i~Fl~ NOTE: PATIO EL. Asphalt Drive MODIFIED TO 922.33' 0 , PER DATA FROM EXISTING " ~ 915 - - - - - - - - - - - - - - - - - - - JERRY CASSELL 0 DRIVEWAY m A D ACCESS ~ 1 ~ N ~ ~ EI.919.6a J J 11/10/05 FROM ~ N ; vO` m j ~ ~ AVERY ROAD ^a -1 N, ~ NN, C] n . 9 .5 t t 1 ~ C ~ 0 i ~ 915 ~ 1 J ~ ~ PERMIT 05.202001 1 'Q r NOTE: REVISIONS PER DUBLIN PLAN r ~ HATCH DENOTES 100 YEAR FLOOD REVIEW NOTICE OF NOV. 11, 2005 1 eo r~ 1 ~ f ~ N PLAIN AREA (AT 913') BASED ON DUBLIN '~o I PANEL #39049C 0018) DATED MAR. 16, 2004 d J , 0 O, t , (DATA FROM ERIC PETEE 11/14/05) , O N 1 5 2' 0 m t 1`p111tD II i i I nHUUrigii ~.~~~~F. ~,'/''''iii _ ` :ti? 1 M sIO SITE PLAN ~ ~ JAMES : o • = * ' CALHOUN 1 T1.0 ll" = 40 ft 5694 ` . ti 3° 1' ~ 9 0' SITE SURVEY DATA SHOWN AS PROVIDED BY DOCUMENTS FROM ''''''~S~~~ED A~c~~`~~ 1 JERRY L, CASSELL, OHIO PROFESSIONAL SURVEYOR N0, 6378 1111°°It` 1 1 9 • 1' ~ 1 5 r 9 ~-~t~----__-~ ~ I-=--~-----_~ 0 2~0 40 $0 PRINTDA7E: ~~/~7/pg ORIGIN DATE: 2/05/05 REVISION: 1~ 11/14/05 11/17/05 D D D 0 SHEET D i D S1,60 D 1 I I Han ' drall wl1 Handrail with circular PROVIDE UNDERSTAIR PROTECTION HANDRAILS AND GUARDS N . 1 1 N II I R311 AND R3 ' r prove a 2004 RESIDENTIAL CODE OP OHIO e uivalent RESIDENTIAL CODE OF OHIO q Br 2004 equivalent graspability, James Ca{houn ~rchi~ec~ Inc. 48 4 FOUNDATION NOTES 4M 3 m 4'-0" T-4" 25'-B.. 25'-B" T-4° 4'-0° GENERAL: ~ 313 Walhalla Road Fi / F6 FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. DO NOT PROCEED WITH ~ Columbus, 0+143102 IN Bl. F DU ~ ITY ~C _ R 24'-2" TOP OF BASEMENT NEW WORK UNTIL ANY DISCREPANCIES ARE RESOLVED WITH THE OWNER AND le~.(614) 261.6525 EIFS EXTERIOR PER SPEC 20 2 NOTE: LL CONC. BLOCK CORES NOT F3 F2o R 30'-0" SLAB EL VARIES THE ARCHITECT. 0 fax (614) 261.1093 HALL BE INJECTED I I F20 F3 F20 p GROUT D FULL S ° _ _ _ _ F20 _ _ _ _ _ _ _ _ _ _SEE SECTIONS, -FI FOAM #6 REBAR FULL HEIGHT OF BLOCK G . _ WITM BLOCK 11 /14/05 I F20 - ° WALL AT 48 OC. GROUT INSU ION CORES FULL W/CONC. GROUT Auth B : ~ Calhoun - -i F20 ~ ~ ~ F1 REMOVE EXISTING TOP SOIL AND ORGANIC MATERIALS IN AREAS EXCAVATED ~CARCTEC®COLUM6US.RR.coM FOR NEW CONSTRUCTION. VERIFY THAT NO OLD SUBGRADE STRUCTURES ~ Y ~ Fi/F6 Fl / F6 F 5 i OR MATERIALS REMAIN IN THE EXCAVATED AREAS. EXCAVATE ONLY TO ERIOR BLOCK Stair riser and tread b FINISH PER SPED. ° - i TINT LAP BARS MIN OF 10 - 3'_1~, DEPTH NEEDED FOR FOOTERS AND CRAWL SPACE. VERIFY LOCATIONS OF ~ " BASE dimensions i" ~ Flo ~ CT COVE _ _ _ _ _ _ _ _ _ ~ F20 R b'-4 7/8° EXISTING SUB GRADE UTILITIES, STORM LINES, ETC. AS POSSIBLE PRIOR TO ~ F20 EXCAVATING. CONSULT WITH OWNER AND ARCHITECT TO DETERMINE NEED ~ IN 4"THICK CONCRETE revised to conform to Dublin I _ _ . PROVIDE TERMITE BLOCK AT I I _ _ LAB WITH EC. THIS LOCATION WHEN NOT standards. 1 - I AND MEANS TO RELOCATE SUCH ITEMS. TOPPING PER SP ° F I I I ~INISH GROUTED FULL FOR REBAR. I I I F5 / F8 I I I I ~ I F5 i F8 I I r,"per"renpem,t ~ F2 NEW CONCRETE FOUNDATION PAD PER DETAIL NOTED. CAPER EDGE OF malntaln propu elrl torah I BOARD L. , F ~ I LI- - - - ,NSULATION ° . - - PER FLOOR REF. E - - _ I I - I ~ ----I- n.,~ _ _ _ _I_ _ ma°~• ~I "Q""°° 14'-0" veri F3 CROSS HATCH DENOTES NEW REINFORCED CONC. BLOCK FOUNDATIONS iv F2 I - «r PER SECTIONS AND NOTATIONS. RADIUS WALLS MAY BE FORMED WITH TWO ~ q p F16 - ( I ~FiS / F8 i I ~ Q WYTHES OF MASONRY UNITS -SEE DETAIL. • . I Fi 0 a fV PS , F1 .1 ~ ` SLOPE AWAY FROM BUILDING MASK STRA I - I , I ( 9 0 I ¢ F4 POCHE DENOTES NEW 8" CONCRETE BLOCK FOUNDATION WALL PER ~ ` ° ERMITTEq ~ ~ ~ ~ I NOT P I I F2 N I I 6 MIL ' OLYETHYLENE I~ r: 81 F5 / F8 PO BARRIER ON MIN. I I VA ~ o m I I F5 / F8 F4 - - i- TYPICAL SECTIONS. OF 4RAVEL FILL I v I ~ ~ I ~ F5 HATCH DENOTES RAISED SLAB AREA TO PROVIDE SETTING ~ ~ I u o ~ODMPACTED 91 ~ ~ _ o F20 w PAD FOR POOL UNIT OR EQUIPMENT. CONSULT POOL AND SPA INSTALLATION ~ F20 I O ~ Q INSTRUCTIONS FOR PROPER SIZING, LOCATION AND HEIGHT. ~~FILL B R INTO I ~ ND i g~-~I-- SAS REQUIRED ~ #5 TIE A ~ ~ ~ FTG. AT MAX. 48 OC A F3 ~ F9 WATER F11 m ' N ALL LOCATIONS WHERE I ' ` ~ FPl - DETAIL A1! . - ~ - OC. = 904,_5, Pl - DETAIL A15 - ^i/ "i HEATERS~O ~ F6 NEW CONC. SLAB 4" THICK ON MIN. 4"GRAVEL FILL AND OVER 6 MIL. „ < OTHER VERTICAL E . o . _.I_ - - T 2 RIGID STYROFOAM REINFORCEMENTS OCCUR f I I TOC. = 904'-5" --_.I-..; j , -.F20_._._._. POLYETHYLENE VAPOR BARRIER. FINISH SLAB PROPERLY TO RECEIVE ~ I,A iv I ELEC. L L INSU TION BOARD FOR BEL W ° ~ ~ SUMP ~ APPROVED FINISH TOPPING. ~ I AND PUMP I O GRAD APPLICATIONS GROUT PANEL F14 FILL WITH CONC. I F20 I AT REINFORCEMENTS o i F20 F7 LINE DENOTES CUT JOINT IN CONCRETE SLAB -TYPICAL WHERE SHOWN ~ Q a; ° 8 3000 PSF CONC. FOOTING ~ o I I AND AT SIMILAR CONDITIONS. CUT TO MIN. OF 1 1/2" DEPTH AND FILL _ _ _ WITH URETHANE SEALANT. 0 ~ ° ~ 1 11 /14/05 ~ IF17 HOSE BIBB AND o F3 F20 CARRIER AT 48" _HOSE BIBS AND p20 WATER F17 F8 CONSULT WITH AND COORDINATE ALL REQUIREMENTS FOR THE POOL ~ v e , e e Auth By:~.calhoun a -.-.-•-.L_.-----•-•--~---- _ CARRIER AT 48" AFF _ _ L _ TREATMENT 1 _ I ~ _ _ _ _ _ FOUNDATIONS, BOTTOM SLAB, FRAMING, ETC. WITH THE POOL AND SPA ~ • ~ i ~ I I MANUFACTURERS AND INSTALLERS. 0 Q ° 3 #5 R'~EBARS CONTINUOUS D - ' Plans correction notation #1 M I I ~ I -IN ~ i I -Fi/F6~ i ~ ~ 0 • ° • Note to Plans Examiner: Fi / F6 - • e (~1 , e . . I k e I I ~ F4 F9 STEEL COLUMN PER STRUCTURAL. i Contractor shall supply report ~ _ 4 I 1 ~ from testing o o F7 i UNDISTURBED BEARING inimum 2500 ~ I I I F10 NEW STEPS CONSTRUCTED OF STEEL CHANNELS WITH CONC. FILLED ~ ~ ~ ~ ~-F7 I ~ STEEL PAN TREADS AND RISERS, SUBMIT SHOP DRAWINGS FOR APPROVAL. 0 ~ ~ SOIL • MIN 2500 PSF agency venfying m 2 -0 CAPACITY. ~ I FP2 - DETAIL Al ~P2 - DETAIL A15 I I Q PAINT FINISHED ASSEMBLY. Z d" psf soil brg. ~,Ts;-~ TOC. = 912' 9" eapaclty at time of footer _ . _-I_. . - . - TOC. = 912' 9" ~ ~ ~ ~ ------I----- P 1.-. ~ 0 0 c - N GRAD tion. i_=~~ Ok~~ i ~ ~ X Q>? _ F UNDATION DETAIL FOR SLAB 0 lnspec YPICAL 0 F4 'c 11 /15/05 ~ C2. SEE NOTE 5 C2. SEE NOTE S5 i ~ p Fll LOCATION OF STORM DRAINAGE STRUCTURE; SEE STORM DRAINAGE PLAN; rU J „ _ , „ SLAB ON GRAVEL AB ON GRAVEL FILL I F11 COORDINATE WITH LANDSCAPE DRAWINGS AND REQUIREMENTS. 0 = ,I 1 -10 ~ ~ TOP OF SLAB EL, 91~ 3F SLAB EL. 912' 51/2" ~ I 13~_4~~ 4'-0" F12 COORDINATE WITH OTHER ARCHITECTURAL PLANS AND THE LANDSCAPE ~ I~>.~ z_ I I I I ° ° I I I I F13 ~ I PLANS REGARDING NEW FOUNDATIONS FOR PATIO AND STEPS. 0 0 -1 I , I i F4 / F12 F13 NOTE NEW PLUMBING UNDERGROUND REQUIRED IN THIS AREA TO SERVE NEW ~ ~ ~ ~ 10 ~ I i ? I RESTROOM FIXTURES, HVAC SYSTEM OR OTHER EQUIPMENT Q I I d. n n A O 3 i/4 3 1/4 FOOTINGS WITH REINFORCI 1 ~ Z ~ ~ _ _ _ _ FIT BETWEEN - I B I - ~ EXISTING FIT BETWEEN . _4 ; _ _ iv 0 ?.VI:4S M ~ SHALL COMPLY WITH SECT NE~e I I I COLUMNS COLUMNS I EXIST. FLOOR I ~ I `F~1 / F6 2 WORKING DAYS ~ Q o X50.50 OE: THE 2005 i ~ I I I , EL.913,2'VERIFY I I O BEFORE YOU ~ > I - - 1 . o . _ ao i I I I DIG o 0 C~ I ~ ~ / A - - - - o p -1" ~ _ _ _ _ CALL TOLL FREE $Q~-362-2764 Z ~ I M _ I I I I OHIO UTILITIES PROTECTION SERVICE ~ ~ I~ EXTERIOR FACE I ~ n I r " I I i " I MAINTAIN!, PROTECT ~ 4-0' 15-4 4-SO ~ 4 1( OF EXIST. BLDG. 4 -SO ~ 4 -10 15 -4 4 "0 EXIST. AC; ELEC AND REF. LINES F14 36" X 80" X 13/4" INSULATED FLUSH STEEL DOOR, SET INT018 GA HOLLOW 0 BASE PLATE PLAN I STEEL COL, PER STRUCTURAL ~ 10'-0" ~ •0" 10'-0" I I METAL FRAME. PROVIDE WITH 3 BALL BEARING HINGES AND LOCKING T , I I HARDWARE. LOCKS TO BE KEYED TO HOUSE MASTER SYSTEM. ~ ' ~ 3 4 I I 1 2 + I 4 0 00 I I ' I ' ~ _ J~ _ F15 16" X 16" PILASTER SET INTEGRAL WITH WALL. (2) #6 VERTICAL ~ __.J~, _.__.__.__._~1~ RESARS, GROUT FULLAND PROVIDE STEEL BRG. PLATE FOR STEEL IER PAD ON COL, LINES _ 1 'v CENT v ~ BEAM. DO NOT SECURE BEAM TO PLATE. ~ ' i H WAY ~ I EAC NOTE: NEW ADDITION CENTERLINE ~ ' ~ 28'-21/2" ~ /verify C I I I + + ON CENTER OF EXISTING DOOR OPENING. F16 FOitMED CONCRETE WALL OR PARTIAL HEIGHT BLOCK WALL ALONG THIS LINE TO PROVIDE STEP FOR POOL OR SPA BASE AS NEEDED -SEE SECTIONS. 0 n n I ~ I STEEL BA E PL 10 X 10 X 3/4 W/ i ~ VERIFY HEIGHT OF STEP REQUIRED PER POOL OR SPA DEPTH. 4 THRE 'DED BOLTS 5/8 0 I 6 1/2 ~ Concrete lintels shall X 1 2 LO G PLUS 2 HOOK W/ , , ER AND NUT. I ~ TOP OF NEW CONC. PER REF. EL. TOP WASf~ _ _ ear 8° fClln. pa, p,0~~ F17 PROVIDE CONC. LINTELS WHERE STEPS IN FOUNDATION WALL EXCEED PERMIT 05.202001 24"; (1) 4X8 LINTEL FOR EACH 4" WIDTH OF FND. WALL. REVISIONS PER DUBLIN PLAN ~ SET ON S EEL SHIMS AND = = 11 /14/05 + REVIEW NOTICE OF NOV. 11, 2005 1" NON SHRINK GROUT - 'I' ~ Auth By: j.calhoun ' ....t-.-. NOTE; WELDED CONNECTIONS TYPICAL A10 BASEMENT AMID FOUNDATION F18 PROVIDE THICKENED SLAB BELOW LOAD BRG. FRAME WALL. THICKEN I Z TO 8" X 16" WIDE W/ (2) #5 RESARS. Plans correction notation #1 -"-"'r'~ FOR THIS CONDITION -SEE NOTE S15 Note to Plans Examiner: Al Scale: 1/8" = 1'-0" Contractor shall supply report VERIFY BEAM LOCATIONS F20 #6 VERTICAL REBAR AT THIS LOCATION AND ELSEWHERE AT MAX. • ° from testin RELATIVE TO CUT OUT REQUIREMENTS S10 (TYPIC • ° ° , ; #5 RIEBARSAT 8 O.C. EACH W g FOR THE POOLS ~S10 (TYPICAL ALL JOISTS) SPACING OF 48" OCAS SHOWN ON SECTIONS. N o • Q LL PADS. a enc veri ing minimum 2500 ~ ° 'a ~ . TYPICAL IN A g Y fY ~ 'o a ° • ° ~ ° ° ° sf soil brg. II II ° , Q' ° p BEAM Bi: SEE NOTE Sl S15 BEAM BL SEE NOTE S1 STRUCTURAL NOTES 't t time of footer si5 rv capacl Y a -I . _ . _I. _ ~~~~`~1~~~tiu?luulupurrgi//// ~ u: u. ° • ° ° • ins ection. - J ~ - - . , M p 4,`` \ I I S1 SIDE OF CO UMN. EAST END BEARS MIN 6S ON STEEL PLATE SET ON MASONRY ~,~•"O ~ 'c 11/15/05 ~ VERIFY SOIL BEARING CAPACITY _ - 6" CSJ 20 GA , i WALL. DO NOT FIX BEAM AT WALL. (23' 0" OL LENGTH, VERIFY) ~ ~ - ' " ' " "HICK AT MIN, 2500 PSF. @ 24" OC FP1 FOUNDATION PAD 1- 3 8 X 3 8 X 14 T --I - _ I _ I _ _ _ ~ S2 NEW STEEL BEAM: BEAM 62; W 8 X 21 / A50 STEEL; COPE ENDS TO FIT ` tra JAMES ~ _ _ y INTO AND BOLT TO BEAMS B1 AT EACH END. (19' 11" OL LENGTH -VERIFY) CALHOUN , n , u n ~ FP2 FOUNDATION PAD 2= 3 0 X 3 0 X 12 THICK I III I SOME BEAMS HAVE TOP ANGLE 31/2" X 31/2" X 3/16" -SEE SECTIONS. -x * ! '_1.F ~ r I ~ 1 ( _ ~ BEAM 63; SEE NOTE ~3 S3 NEW STEEL BEAM: BEAM 63: W 8 X 10 / A50 STEEL; BEAM IS CONTINUOUS ~ ~ 5694 ~ S8 I I EAM B2; SEE NOTE S2 )TE S2 S8 ( I ~ ~ I OVER MIDDLE WALL, BEAR ,MIN 3" ON. STEEL PLATE AT EACH END AND AT ~Cf•••.~•.'• ~~w\ I I I I m I S7~-? I ` I VERIFY POOL CUT OUT I S7i?! I S15 MID WALL (23 2 OL LENGTH - VERI€Y) 'I, ///~~~i~s~~~+ED • A~G~\\\\~~~ TOUT I ~ I I i S4 NEW STEEL TUBE COLUMN: C1.4 X 4 X 5/16 , NOTE THAT COLUMN IS CONTINUOUS rrllAl111111I1U YPICAL COLUMN PAD FOUNDATION I ~ I T I - I I I Tempera~npltmustn t exceed I 6" CSJ 20 GA TO UNDERSIDE OF SKYROOF STRl1CTURE. SEE DETAILS. ~ j l i I (2) 6 CSJ 20 GA I I I I BEAM B2. SEE NOTE S2 I 82° F.0. are air each nge to I ~ ~ = - - ~ \ ' malntaln~l~erairtempe aturek I ~r JTE 52 I I required. I I I ~ ~ ~ ~ I~ ~Q 24 OC 1" =1' 0" I I ~ k ~ - I - ~I I ~~I I i I~~ S5 TO UNDERS DE OF SKY OOF STRUCTURE SEE DETAILSAT COLUMN IS CONTINUOUS _ LOAD BRG. I I ~ - ~ _ • - C---- - - - Qr J{'~ I S6 ,I I I I / REACTION / DE LECTION CALCULATIONS FOR BEAM B1. W 12 X 40 / A50 STEEL METAL STUD I- ~ I • Solution WALL W r ~ ~ VI' VERIFY SPA I I S6 PROVIDE SLOTTED CONNECTIONS AT THESE LOCATIONS TO ALLOW BEAMS TO Confi uration In^,,~ut. . / { i I I rh= O.ODC)OOe+00 pounds 6" CSJ I i ~ Units. Im era - I _ _ ~ .T--.-- ~6" CS] X20 III I ~ i 'CUT OUT ~ ~ BE POSITIONED UP TO 1 1/2" OFF DIMENSION LINE, EITHER DIRECTION. I Semple suppo s, var+a... I I p - rR = D.40o0oe+00 pounds ~ 18 GA @ 24" I ' t I L ; feet I 16" CS] 20 GA ~ ~ ( ! ~ i mL = O.ODOOOe+00 pound-feet { ( I I „ I I I @ 24 OC -ill 9 0 i II - S16 S7 STEEL ANGLE TO BE WELDED IN PLACE AFTER POOL UNITS ARE SET. BELOW EA . I p: 2500._^~-_-.~..,._ pourids i j JOIST) @ 24 pC 11 VERIFY POOL CUT OUT ~ III II I ~ I I 31/2" X 31/2" X / 3/16" -SEE POOL EDGE DETAIL JT OUT I ~ _ S8 FORM EDGE OF UPPER CONC. DECK TO FOLLOW CURVE OF SWIMEX UNIT ; ~ mk = O.OOOp0e+00 pound-feet I I V~ I _._a~ __T,. j I I I I ! a : 10 feet s--~ Solve ~ vMex = O.000OOe+00 pounds I r` I I iR I II I . { 'u ! ~ ~ i nds toot ~ mMax = 0.40000e+00 pound-feet ~ I I- - BEAM B2, SEE NOTE S2 S8 III I II ~ ' (2) 6" CSJ 16 GA ' ~ CAP -SEE ARCHITECTURAL PLAN. _ , I ~ w: 520 you f I vMex s --M + i , _ ~ ~ ax = O.000OOe+00 Lb/s In I S M OTE S2 58 i .0 S10 NEW STEEL "C" JOIST DESIGNATIONS BASED ON EPIC STEEL CSJ SERIES. ~ I I II ALL STEEL TO BE PRIMED AND SPRAY PAINTEp WITN ALKYD BASED RUST I ~ ~T'I Lb s m sM 4 I i ~ E: 29000000 ~ { •vMmt # ! ; _ ~ i .000e+00 in ( -=1 ="1--~--•~= -.I -j{t"---~- INHIBITIVE PAINT AFTER FORM DECK IS WELDED IN PIACE. PROVIDE WELDED yMax -0 I - -I- I r-------'1 ^ f I - ~ I :1310 iq C1; SEE NOTE S4 RU - - -III 1: SEE NOTE S4 ~ CONNECTIONS FOR JOISTS AS NOTED AND WHEREVER REQUIRED, AND OF f ~ , --.1 j at X = 0.40000e+DO feet ~ , I I POOL COVE DRU - - - k ` s: 51,9 in - _ - - - - _ - _ I~~~ THE FORM DECK 70 THE JOISTS. ( -'I'I!'---"~" PRINT DATE; 11/17/05 C i _ I ! - I I I N _ _ II ~II~.~I I S11 COORDINATE WITH REQUIREMENTS OF THE POOL INSTALLATIONS TO PROVIDE ORIGIN DATE: 2/05/05 I 0 STEEL - _ _ - 7 - - I NECESSARY COMPACTED FILL AND CONCRETE SLABS TO SUPPORT BOTTOM OF REACTION / DE LECTION CALCULATIONS FOR BEAM B2: W 8 X 19 / A5 I ) I 1 Solution I _ ~t--S12 BE M B S12 i LI i ~ POOLS, TYPICAL. IS12-~ I I~- III ~-~I I'tEV1810N: Confi uration in ut ~ ~ ~ I~ nit : ial ~ ~ rl =100q•OD pounds - - I 6" CS7 20 GA Simple suppo s, varia... ,r. ~ U s . Imper I~ i y I 1 --I } ' rR = iD00.00 pounds i I ~I I S12 TYPICAL NEW CAST CONC. COLUMN PAD. SEE DETAILS D 11!14!05 ALL SHEETS i feet @ 24" OC i ~ L: k20_ _ i I f { mL=OAOOOOe+00 pound-feet - I I 1 , ~ - ~ S13 E # REBAR DOWELS WHERE NEW FOOTINGS AND SLABS AND ABUT r I I PRONTO 5 I ! ! P: 1L800 .pounds ~ mR~= O.D0040e+OD pound-feet { I I I - ._.._.m_.-.. ~ I 1 I EXISTING BUILDING FOUNDATIONS OR MASONRY WALLS. TYP. BARS 16" LONG AT 2 11117/05 a : 4,5 feet ~ vMex = 1000.00 pounds { „Solve»• ~ ~ I 12" OC AND GROUTED INTO EXISTING WALL OR SLAB 4" DEEP. . x I ~--H i ! w:1200 poundsJfoot ~I ~ mMax=6b5G•67pound-feet ~ ~ l i ~ ~ „ " vMex z ~ ~ ; sMax = 5263.16 Lb/s in I (2) 6 CSJ 16 GA (2) 6 q , (2) 6" CSJ 16 GA 15 PROVIDE 6" X 20 GA TRACK CONTINUOUS BENT TO CURVED WALL; ANCHOR TO WALL WITH 1/2"!3 X 4" EXP. BOLTS AT 24" OC. WELD FLOOR JOISTS t ~ wMax I i::~29000DD0 I Lblsgin ~i l I ; i I yMaz = -0.257 in INTO TRACK CHANNEL. ' ~ i I: ;61,9 I in^4 ~ i , w - - - at x = l0.OD00 feet I I mMra I I S16 FOR CURVED FOUNDATION WALLS, CUT BLOCKS AS NEEDED TO FORM CURVES s: ;15,2 ! in I ~ f i { ~ ' ' SUCH THAT BLOCK VERTICAL GROUT JOINT IS NOT LESS THAN i/4" G ! i AAIII I1f1CC A4l~T CVf GCf1 1 /7~~ tnrrnru nM GvrGQrno crnG el I RI nrv nti n SHEET A11 FLOOR FRAMING PLAN f1YV VVL.7 L/ILLV ijG V .t - "I Luv.-- ~n Z CURVES IS TO BE PARGED ON THE EXTERIOR SIDE 0 Al Scale; 3/16" = 11'-0" D ALL WOOD WITHIN 8" OF Als 0 ' HIN 8° OF GRADE o TO BE PRESSURE TH SURE TREATED o i i ~I GONS7RUCTION NOTES / SPECIFICA710NS ]ames Calhoun ~rchi~ec~ Inc GENERAL; FOR ALL PRODUCTS USED IN THIS PROJECT SUBMIT SAMPLES, CUT ~ 323 Walhalla Road A2 SHEETS, SPECIFICATIONS, AND OTHER PERTINENT INFORMATION ~ Columbus, ON 43202 CREATE CURVED BLOCK WALLS TO THE ARCHITECT AND OWNER FOR REVIEW AND APPROVAL PRIOR fel.(bl4) 261•bS25 USING 8" X 8" NOMINAL SIZE PA710 TO ORDERING. ~ fax (b14) 2bl•1093 CMU. CLIP INNER EDGE OF ALTERNATING PER Al DARKER SHADING DENOTES S CODED; JCARCTEC®COLUMBUS.RR.COM BLOCKS TO PROVIDE A MINIMUM 1/4 LANDSCAPE LOWER DECK AREA -SEE SECTIONS / DETi „ ECTIONS /DETAILS AND MAX. 3/8 EXTERIOR VERTICAL PLAN , n Al SHADING DENOTES NEW 4" CONCRETE SLAB OVER COMPACTED GRAVEL BASE ~ JOINT. 18'-81/2" OUTSIDE RO -VERIFY R 30 -4 I I SEE DETAIL A21 I I I I AND 6 MIL POLYETHYLENE VAPOR BARRIER. PROVIDE SAWN JOINTS PER ~ FOUNDATION /SLAB PLAN AND DETAILS. PROVIDE THERMAL BREAK AND THIS SHEET _._._._._._._._.L.-----1_.-._._._._._._._._._. .J. - - - 1-. ._.-•-------.L._.---~-----•---~--- INSULATION AT ALL EXTERIOR PERIMETER CONDITIONS PER SECTIONS AND ~ - ~ DETAILS. ~ I I 5 -8 ~ ~ 5 -8 I I I ALL CONCRETE SLABS SHALL SLOPE TO DRAINS. COORDINATE AND VERIFY ~ I FULL BLOCK A22 A2 A11 A2 SMOKE DETECTORS REQ'p PER DRAIN LOCATIONS AND UNDERSLAB REQUIREMENTS WITH THE POOL ~ I I I A9 A9 I A22 j CLIPPED BLOCK ~ SECTIION 8313 INSTALLER PRIOR TO INSTALLING THE SLAB. VERIFY THAT ALL UNDERSLAB 1 I 1 FULL BLOCK PARGE EXTERIOR BATTERY BIACKUP REQ'p COMPONENTS FOR MECHANICAL, ELECTRICAL, STORM, SANITARY AND OTHER 0 SIDE OF CURVED I I A3 I ~ A3 ~ I 20Q4 RESIDENTIIAAI. CODE OF OHIO SERVICES ARE IN PLACE PRIOR TO PLACING CONCRETE. CLIPPED BLOCK WALLS PRIOR TO I I ~ I I A13 APPLICATION OF A5 _ _ _ _ i PROVIDE MOCK UP SAMPLES OF SLAB FINISHES PER SPECIFICATIONS ANp 0 I--~-~ I - - - ~ ~ WATERPROOFING F - - x - -I-~ - - - DIRECTIVES BY ARCHITECT FOR REVIEW AND APPROVAL. PROVIDE AT LEAST THREE (3) 24" X 24" MOCK UPS. PRODUCT STANDARD FOR CONCRETE SLAB 0 NOTEc AT SOME OR ADHESIVES. I pDq I HYDR~WORX I I DD5 ~ FINISH ON MAIN FLOOR AND OUTDOOR PATIO AREAS; NATURESTONE IN • LOCATIONS PROVIDE AN x700 ~ ERIES I I ° I I I ~ I ___I INTERNAL WYTHE OF SOLID I ' i ~ T-`------~ SEE DETAIL A21 MIX, COLOR AND FINISH AS APPROVED BY pWNER. D THIS SHEET I A19 j ~j------~ j I I 4 CMU SECURED TO I O THE 8 BLOCK WALL TO I I I I ~ I I I ~ aa A I I I A2 COORDINATE WITH LANDSCAPE DESIGN TO PROVIDE PROPER FINISH GRADES I AND STRUCTURES FOR THIS AREA -TYPICAL ALL AREAS OUTSIDE OF BLDG. 0 SUPPORT FLOOR ~ I I _ ( I U 6 I I I FRAME MEMBERS ° I Ali I ~ I ~ ~ I j SPA ~ I A'. I A13 A3 GENERAL CONTRACTOR TO PROVIDE NEW CONCRETE PATIO, WALKWAY, ~ Z ~ I I o I j ~ I I I STEPS, ETC. AS SHOWN AT THIS LOCATION. iN GENERAL NEW EXTERIOR A8 I rT -TI I I I I All MlAG WORK SNAIII BE INSTALLED SURFACES SHALL BE 4" THICK 4000 PSI AIR ENTRAINED CONC. WITH ALIGHT ~ Q RETURN A5 'll I I A2 AIR IN A20 I I IN ACCORDANCE WITIH THE 2004 RCO SWIRL FINISH. SLOPE TO DRAIN AWAY FROM BUILDING OR TO STORM DRAIN. 0 ~ PROVIDE FINISH FOR RECEIVING NATURE STONE TOPPING WHERE NOTED. U D TAIL FOR CURV D WALL -PLAN VIEW I o - Exr II A19 I I A21 BLOCK E SIDEWALL SWIMEX 7 r ID L___ ___J II 1 ~ 0 Z „ I I 1 Il j REMOVE EXISTING SLIDING DOORS AT THIS LOCATION AND REPLACE WITH ~,•J A2.0 Scale; 3/4 - 1-0 I I A7 , _ I ~ I I A13 A4 NEW SWING DOORS AS SHOWN. PROVIDE KEY OPERATED DEADBOLT LOCKS ~ ' ~ A13 FOR ALL NEW DOORS WHERE SHOWN. COORDINATE WITH OWNER TO MEET O ~ I ( I ~ ~ A20 ~ IN FLOOR -7~- . I p) RA IN FLOOR ALL LOCKING MECHANISM AND TYPE REQUIREMENTS. J~ a ~ ~ ~ I ' MECH ~ I ~ I ' i» A12 A9 A12 r--- ~ A22 A22 A5 NEW POOL AT THIS LOCATION TO BE INSTALLED IN STRICT ACCORD WITH D11 I glass I BDXE' I THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND DIRECTIONS. ~ z ~ I door I I door I ~ I VERIFY THAT ALL CONDITIONS ARE PROPERLY PREPARED FOR THE O - - - INSTALLATION PRIOR TO PROCEEDING. DO NOT PROCEED WITH POOL ~ O r I - I- ORDER WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND ~ ~ ^ f y I ! ~ 10 VERIFY KET7LER ~ ~ Al0 A DO ~ VERIFY DOOR AGREEMENT ON ALL SPECIFICATIONS. WC, I ![NVERS[O ! j A20 I TYPES, . TYPES, SIZES ~ ~ ~ O 2 2 AND SPI I _ _ _ I ! _ OWNER AND SPECS. W/ h COORDINATE WITH OWNER AND CONSULTANT FOR REQUIREMENTS OF z ^ OWNER A6 TV CABINET AT THIS LOCATION; PROVIDE ALL ELEMENTS NEEDED FOR ~ F' ~ z ~ I 30'-4" I r 8'-4"I 8 -4 , PROPER INSTALLATION INCLUDING CABINET, POWER, VENTILATION, 0 Q ..J I Alll pool and spa units _ COUNTER TOP, ETC-PER APPROVED SHOP DRAWINGS AND REQUIRED ~ ~ ~ y------ - - A14 ~------I EA I rt----~I I GOLF DRI~ING AR A14 shall have covers in SPECIFICATIONS. C] I Ag I i~ I I BIKE I AND LO~INGING ~T1'~ I I PA7J0 accord with local ~ - ~ Z Q C, / I I' ~ ~'I I ~ I I' I I I ~ I 1 ROM PA7J0 code requirements. ~ A7 CONSULT WITH OWNER AND ARCHITECT REGARDING DETAILS FOR Q '~--1----- ~ --I-I-~-- Ll_. PER p - - 1-•---•-~---~---~---~---~-----~~ fi Do - _ PER _ INSTALLATION OF POOL COVERS. COORDINATE WITH MFG. TO MEET o A2 11/14/05 ALL REQUIREMENTS FOR THE POOL COVER INSTALLATION. ~ ~ Q I ~ III f 1 I I I I)- , ~ I I' ~ ~ 'I I ~ I I ' LAND. LANDSCAPE i. Auth By: j. calhoun __________________________________i { Al I I ' PLAN PLAN NEW SPA UNIT; VERIFY SIZE, DEPTH AND ALL DETAILS OF THE UNIT ~ Q A3 A8 AND INSTALLATION REQUIREMENTS WITH THE OWNER AND UNIT 0 I PRECORE I I ~ I I I ¦ L-------~ i I I I j MFG. PRIOR TO ORDERING. COORDINATE WITH UTILITY Z 00 ~ ~ I I A14 i I I' A14 CONTRACTORS TO MEET ALL REQUIREMENTS AND PROVIDE A ~ ~,J I I I I I COMPLETE AND PROPER INSTALLATION. PROVIDE COVER FOR SPAIN ~ (1! ACCORD WITH OWNER'S SPECIFICATIONS. ~ i I A9 I ~ ~ A9 G ) M1NI~YM I OApI ~ I a ~ A10 I I A10 A19 8 I ~ I I r I A9 r I ° A9 FORM ISOLATION JOINT IN CONC. SLAB ALONG LINE WHERE SLAB ON DECK MEETS SLAB ON GRADE. PROVIDE SAWN CUT JOINT ~ ' 5'-1" 1-6" I I;....,I I I i I.....,I - OUTLINE OF PATIO ABOVE AT OTHER LOCATIONS NOTED, CUT TO MIN 1 1/2" DEEP AND FILL WITH ~ C ~ I BENCH I I'--- I I ~ I' I APPROVED SEALANT. SEE SECTIONS. EEXISTING AC UNITS i L -J I L- .~J iRELOCATED PER NEW FIBERGLASS COLUMN SURROUNDS NEW STRUCTURAL ~ , n I ' I 4-6 I PUN HIND I D11 fOtNNER'S DIRECTION. A10 COi.UMNS. INSTALL COLUMN SURROUND BY SLIDING OVER THE TOP 0 6 0 LAV. ~ I I A3 OF THE STEEL TUBE COLUMN PRIOR TO WELDING SKYROOF FRAMING A3 IN PLACE. SEE STRUCTURAL PLAN AND DETAILS. VERIFY COLUMN D D11 I _ _ _ D11 ~ 13'-4" _ DETAIL SELECTION WITH THE ARCHITECT AND OWNER PRIOR TO A2 r ~ in I I I R 3'-0" I I I I - - = ORDERING. D sa n _ _ COLUMN FINISH TO BE DETERMINED. PERMIT 05,202001 - REVISIONS PER DUBLIN PLAN I 17 Aig I I A19 A16 STEAM A N I doer I D10 A18 I ~ ~ I I Y' SHOWER ~ ~ ~ A22 ~ ~ ~ STI EPS UP TO PATIO REVIEW NOTICE OF NOV, il, 2005 I I A13 W SAUNA las LAUNDRY ~ I ~ ~ I door I o~ i' ~ - ~ PROVIDE ALUMINUM SLEEVE IN THE POOL DECK TO RECEIVE HANDRAIL ~ A2 A11 SECURE HANDRAIL IN PLACE. i w I _ ,r ~ ~ n ~ A15 ~I - = I I D10 I ~ Sink A9 I I ~ 1 I " I - - ~ ` A12 USE 21/2" METAL STUDS AT 16" OC. FOR WALLS AT THIS CONDITION. D03 ~ ~ I I _ _._5TOR S - -I _5TORE ROOM SOG PusHlPULL I „ n I o l l @ EL HDWARE 3 ~ 6 ~ ' @ EL 913.5 verify I ~ I DOUBLE GLASS BLOCK INSERT INTO CMU WALL ALSO SEE I ' I A13 ELEVATIONS, SECTIONS, DETAILS, SPECS. TOTAL OF 13 LOCATIONS. A3 INEW STEPS UP A3 I Y , I n I I TO DRIVEWAY LEVEL I I I I I I I ' A13 A3 I A22 A13 A22I I I I Ai A3 I I I I A14 B AM ABOVE OLUMN USING {2) 2X8'S; RUN TIGHT TO HEADER \\\\~~~~~~~~~~1~III.Q'F~~~~~~~~~ii,,~/' ~ A4 I D01 D02 ' ` ~ Q~ i _ A , I A4 I 11/14/05 OWNER'S SAUNA IS TO BE RELOCATED 70 HERE. VERIFY ALL ` ~ : JAMES : ~ Auth B : calhoun A15 INSTALLATION REQUIREMENTS. PROVIDE NEW POWER AND LIGHT ~ CALHOUN A4 I i 1 no hazarous materials CIRCUIT TO SERVICE THE UNIT. CONSULT WITH THE ARCHITECT I I REPAIR AND REFINISH shall be stored in new AND OWNER FOR DETAILS. ~ 5694 ~ AS REQUIRED TO MATCH ~ I I storage areas in accord with City of Dublin % 0 ~W I I Veri Exist. 0 Veri Exist, 0 , WHERE DOOR IS REMOVED; I regulations ~ NEW TOILET, LAV, AND SHOWER INSTALLATION iN THIS AREA AS ~~~ii,~sT ~ti I MAINTAIN EXISTING ARCH I AND COLS. ON EXTERIOR SIDE. I I I A16 SHOWN. VERIFY ALL INSTALLATION REQUIREMENTS. DETERMINE ////~~~~~~~I~I~IDIIIIIA~C\\\1\\\\ I I LOCATION AND ROUTING FOR ALL PIPING PRIOR TO INSTALLING FOUNDATIONS. PROVIDE NEW WATER, SANITARY AND POWER SERVICE Ala ARCHITECTURAL FLOOR PLAMJ TO THE AREA AS NEEDED. CONSULT WITH THE OWNER FOR 1 2 3 4 5 6 7 Z SELECTIONS OF FIXTURES, FITTINGS, AND FINISHES. PROVIDE NEW A2.0 Scale; 3/16" = 1'-0~~ POWER VENTILATORS TO OUTSIDE TO EXHAUST AIR FROM ALL THREE AREAS. SEE THE ENLARGED PLAN OF THIS AREA FOR FURTHER INFORMATION. A17 PROVIDE NEW WASHER DRYER HOOKUP, DYER VENT SYSTEM, CEILING VENTILATOR, CABINETS AND COUNTER TOPS AS SHOWN AND SPECIFIED. WASHER AND DRYER TO BE PROVIDED BY OWNER. A18 PROVIDE NEW CUSTOM BUILDING CABINETS, SHELVES AND BIN FOR WET TOWELS. AREA WITH ACCESS DOORS FROM BOTH SIDES; SUBMIT MILLWORK DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL. Ai9 LOCATION OF INTERIOR DECK DRAINS--VERIFY LOCATION WITH EQUIPMENT F'R[N7 DATE.: s vtaros MFG'S AND OTHER PLUMBING REQUIREMENTS; INTERIOR DRAINS 70 CONNECT ORIGIN DATE: 2/05705 TO SANITARY SYSTEM AND BE PROVIDED WITH TRAP. USE BRASS DRAINS WITH DEBRIS RIM AND STAINLESS NICKLE STRAINERS. A20 COORDINATE WITH HVAC REQUIREMENTS TO PROVIDE OPENINGS IN REVISION: FLOORS, AND WALLS FOR LOUVRES, DUCTING ETC. I-'_/ 10114/05 ALL SHEETS A21 DASHED LINE DENOTES SOFFIT -SEE SECTIONS AND DETAILS, adld landings per note 1 Auth By: j1 calhouun I A22 PROVIDE HARD SURFACE LANDING AT EXTERIOR OF ALL DOORS LEADING TO OUTSIDE OF CONCRETE OR OTHER APPROVED FINISH. LANDINGS SHALL EXTEND MIN. OF 48" FRAM BUILDING FOR FULL ~ WIDTH OF DOOR OPENING (MIN. 72"). ~ r--, U anGtr 0 0 A2,0 0 I C'~~crnlG t G LIGHT FIXTURE SCHEDULE AND DATA lames Calhoun ~rchifecf Inc. IfrNT A ~D ~L o~ fps 5N ~ ~o ~R A NOTE; ALL LIGHT FIXTURES AND ELECTRICAL DEVICES ARE TO BE APPROVED ~ 373 Walhalla Road BY THE ARCHITECT AND OWNER, SUBMIT SAMPLES AND DATA OF ALL ~ Columbus, OH 43201 005 /~I~G DSO ~ a z ~ 2 PRODUCTS FOR REVIEW AND APPROVALS PRIOR TO ORDERING, SELECTION fel.(614)161.6515 .S~c, OF SOME ITEMS STILL PENDING, ~ fax (614) 261.1093 /~I~ - ~1` JCARCTEC@COLUMBUS.RR.COM I I I/ I \ i I I I I I i 0 --------1-------1--------- - - ----------.1_---_-~----------_.__._-._.L------1-------------- I I I I LETTER INDICATES FIXTURE / ~A 1~- NUMBER DESIGNATES SCENE ON LUTRON CONTROL SYSTEM ~ / F------- ~ j I I I ELCO 5"~ ~ ~ ~ DARKS SHADING DENOTES ELSIC W/ CLR. C] / I \ \ I I _ , - , L D4 I ~ I D4 L---- 1- FLAT OILING AT T 6" AFF ALZAK REFLECTOR ~ ___-.1___-- I I ~ I 75 W PAR 30 .r ~ ~ 1 t' I • I f ~ ~ \ ~ { ~ I H ROWORX ^ ~ D I I I ~ I I, I\ I \ I I W ~ ~ I I I C NTROLLER ~ I I I f ~ a a I I - - ~ I I o _ I I HY R~WORX ~ - - - - -.-.--._N_.-._ _ I I ~I \ ~ HYDR WORX YDRNWORX - B D I I 77 0 SERIES I I \ _ _ _ I I 7700 ERIES 700 FRIES ~ ~ ~ TRACK WITH 6 LAMP S 0 ' 9,_0„ I I ~ \ I• I I I~ RI ~ A~1 A 1 '1 E I { ~ C3 \ C3 I I ON FASCIA ~ ON FASCIA I ~ ~ ~ ABOV ! I OPENIf1VG FOR - 0 I I ' I I r--- ) I I I ~ I I I SLOPED= SKYLiIGHT ~ =SLOPED NOM, 5' X 9' ~ C .~T ~ I ~ I E I I I I ) I FAN MOUNTIN I ? ~ ( I ~ ' I ~ q / I I I ~ I I BOX BRACED T I A l / / I I r y,. J I S IMEX ii707~S I I I ~ _ I I - I I 1 ~ - - - / SWIMEX 707 - E I ULTRALIGHTS ' ' `~r~ r ILEX 70T - EXT ~T MODEL 0259 ~ ' ~ ~ ' I I ~ Fi , I - Al I H i A l ( I I I U I , I - COFFER I ~ WIMEX C NTROLS I I ~ , ~ I I 1 _ / AT 8 6 `COFFER ~ Z _ ~ i N T I Al ~ , { SD I ~•L_'~ AT 8' 6" ~ Q , ~ ~ . I ~ - ~ SPA TIMER / I to~~r ~ x tr a ~ I D4 ~ ~ CONTROLS I G D4 I B i3 ~ I I Al L L - - - - ~ - - \ _ I I , ,;i- 4 ~ a G I 3 I - - - - . ___.__I ~ D ~ , .7~ Few P~~' t , ~ ULTRALIGHTS us ~ Z I ~ i ~ H, 4 x . ~ o ~ I ' I A,1 I ~ - ~aG~ . I ~ - MODEL 0246 ~ . " _ _ _ ~ ~ I o ~ A'1 I l j j I , ~ I ~ i I ,N OPENING FOR I I 9 ~ J i ~ ~ ~ ~ r ~~PENING FO ~ ~ ~ ~ I I ~ I I i SKYROOF R ~ 11J ~ ~ SKYROOF ,,y ~ ,t I NOTE: ALL LIGHTING I I I ' ; I I I ~ I ~ L, D ~ ~ m m IN SOFFITS AT PERIMETER m m I I ~ I - SHADING DENOTES SC ( _ OF SKYROOF TO BE ON _ L _ - ~ I , D3 I I _ _ _ SYSTEM AT 8' 6"AFF f JG DENOTES SOFFIT I I ~ , . i ~ I, 5. ~ }y- Ili Z xtT. ~ O~ I LUTRON SCENE 2 . I_ D3 I I I I ! PER DETAILS CENTERE' 9AT8'6"AFF ~ _ _ ~ ys 'a TAILS CENTERED I - I - " ~ < <k ~ ~ f }~r', ~ I A'1 C ~ ON C L I I 3 A 1 I I I 0 UMNS .LIMNS I ~ ~ ~ ~ ~ I ~ ~ ON FASCIA I Pp I ~ j ABOVE I I I I ' I I --7-- - - - C3-----------• - - - -._.-._P.~ SLOPED 0 ON FASCIA ~ I ~ I ~ I ABOVE ~ ~ FAN MOUNTING LA I I~ HATCH DENOTES FLAT SL - OPED - 1` DENOTES FLAT _ ' i ~ ~ 0 I I I I BRACED TO THE % I PL I CEILING AT 9 8 AFF I I ALUMINUM FRAME I I ~ I I SEE SECTIONS 3AT9'8"AFF - I ( ~ ~ I I CTIONS I I ~ E Q~ i I ~ j I I I ! A l m m I A-1 D3 ~ I I I j m , ~ I I ~ ~ 0 ~ I z ~0 I I I I i j r 0 ~ 1 I I I I I I I I I ULTRALIGHTS D3 I j I I l I I I ~ MODEL 0258 ~ ~ ~ I I ~ B a ~ I I: I I I I ~ j I ~ I I - . . ~ ~ I D~ POST LAMP ~ ~ - s w e g' ~ ~V = .I ~ j ~ D T : _ - ~ -i------~ ~G ~ I I` I ~ ON PATIO I SPECIFICATION PENDING 1_ i - - - - - I - ~ ~ COORDINATE - D3 ~ ~ - I I / ~ LOCATION ~ ! { / ~ ~ D3 I ~ M _ i ~ / 'L W/ARCHITECT) T ~ sz I / ~ IN FIELD. / , A A I E , i ' ° ~ a I EXHAUST ~ / 13 I I ~ I 0 0 i j FAN INVERT. ~ I j I J I \ - - ~ I \ i ~ S7 a ` FACE OF / 1- I I~ E EAM I I I I I SOFFIT I ~--I----- , ~ 0 T I i I \ sHOwEjR _ _ _ _ _/.JI N I PERMIT 05.202001 7 14„ STEAM i ~ REVISIONS PER pUBLIN PLAN ~~LAUNI]RY / ~ 3 I I I ~ D 1 ~ LA I~~RY I I I ~ I I I I~ I I I ~ ~ SH0IWER SPECIFICATION P C .H ENDING I SAUNA I i i ; REVIEW NOTICE OF NOV, 11, 2005 I - ~ r- I I G I j L__ sD , I 1 I i ) I I ~I ~ h~ II - I I _ i~ - - - - - - --~--.---I-- I I I I _ { _I - I - I I I I ----t- - ~I I I l I LUTRON~MAIN STEAM GENERATO I I I ~ I CONTRO~ PANlEL BELOW SEAT I I I I ~ ~ I - I j - SPECIFICATION PENDING I I I I~ I I I I I I SLOPED I I I ~ -SLOPED I I I I L I I ~ A I A I I I I I I Ii / i i L~ _ ~ ~ I I I ~~~~~iuuunuitsnlliuli~ - - - j PHOTOC LL j 3dim j PHOTOCE'L , I 4 ? I CONTRO LED CONTROL ~ED I I I I I I I I f I ~ jAME5 p M • l I I ~ I I I ~ I I I I ~ I I ~ * ; CALHOUN I I I I I I I I I s ? ~ ~ I I I I I I I I j j = ; 5694 ; . . i i ~ . . w~: I I i I I I A23 LIGHTING SCHEMATIC PLAN SD SMOKE DETECTOR -SPECIFICATION PENDING ///~~~~I{fiII~IDIIit?AR~~1(\\~\\ A A2Z CEILING PLAN A2.1 Scale, 3/ib" = 1'-0" A A2.1 Scale; 3/16" = 1'-0" ~ ALL ELECTRICAL WORK WILL BE INSTALLED IN ACCORDANCE WITH CEILING FAN -SPECIFICATION PENDING THE NATIONAL ELECTRICAL CODE.,, DIMMER SWITCH -SPECIFICATION PENDING LUTRON SYSTEM -SPECIFICATION PENDING PRINT DATE: 1 i/t4/05 ORIGIN DATE: 2/05/05 REVISION: 1~ 10114(05 ALL SHEETS n v SHEET 0 • I STRUCTURAL NOTES & SPECIFICATIONS lames Calhoun ~rchi~ecf Inc. GENERAL: FOR ALL STRUCTURAL ELEMENTS USED IN THIS PROJECT, SUBMIT SHOP ~ 313 Walhalla Road DRAWINGS, CUT SHEETS, SPECIFICATIONS AND OTHER PERTINENT 0 CDlumbos, OH 43202 INFORMATION TO THE ARCHITECT AND OWNER FOR REVIEW AND fel.(614) 261.6525 APPROVAL PRIOR TO ORDERING OR FABRICATING. D fax (614) 261.1093 INTEf INTERIOR SOFFIT ALL STEEL COMPONENTS SHALL BE DELIVERED TO THE SITE WITH AN STEEL BEAM 64 CURV CURVED TO FOLLOW JCARCTEC@COLUMBUS.RR.COM S31 SHAP SHAPE OF WALL APPROVED SHOP PRIMER COATING AND BE PAINTED WITH A FINAL S31 COAT OF AN APPROVED RUST INHIBITIVE ALKYD BASED PAINT. THE PARALLAM BEAAM S30 46 46 S30 FINAL PAINT COATING SHALL BE APPLIED TO ALL METAL SURFACES 0 AT I I I EDGE OFD ROOF I EXPOSED TO AIR AND SHALL INCLUDE ALL STRUCTURAL MEMBERS, DROPPED SOFFIT _ _ _J . ~ JOISTS, BRACING, MISC. STEEL COMPONENTS, NUTS, WASHERS, AND a .1 ._._._._._-L._._.._L_._._._._._._._.- THE UNDERSIDE OFTHE METAL DECK. ~ ED E - E G G SE SECTION I ~ I ~ UPPER ROOF DOUBLE TUBE RAMS WELDED ASSEMBLY AND ~ I I - - - F i ~ _ _ ~ ~ PROVIDE ON SITE WELDED CONNECTIONS USING CERTIFIED WELDERS WELDED TO CORNER COLUMN CAPS ~ ~ I i I S35 AND ACCEPTED SJI AND ASTM SYSTEMS AND METHODS. ALL BOLTED C] STEEL BEAM 84 I SEE DETAILS. S35 S40 AND WELDED CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE S40 I I I I i 10„ I ~ PLEASE READ FULL STRUCTURAL CAPACITY OF THE MEMBERS JOINED. TOUCH UP ~ ~r I I I i i THIS -AND DO IT WELDED AND BOLTED CONNECTIONS WITH APPROVED PAINT AFTER I STEEL BEAM 81 I I I I (BASEMENT) I I I i ~ VERY IMPORTANT. MEMBERS ARE SECURED IN PLACE. SEE FOUNDATION SHEET ~ ~ _ _ _ ~ _ ~ _ _ FOR OTHER STEEL IN THIS EDGE OF F ~ - . fi. ~ t _ _ I I ~ _ ALL WOOD MEMBERS USED IN THE POOL AREA AND SKY ROOF ~ t - FRAMING, INCLUDING ALL 2X MEMBERS, LAMINATED BEAMS, WOOD 0 AREA PPED ELI - ~ ~ ~ DRO C I NG I VERIFY OPENING ROOF DECK MATERIAL, BLOCKING,HEADERS, SPACERS, FURRING, EfC. 0 SEE SECTIONS I coL~c1 I S42 m 541: FOR SKYLIGHT SHALL BE PRE-PRIMED AND FINISH PAINTED ON ALL SURFACES WITH ~ I AN APPROVED ACRYLIC LATEX PAINT IN ORDER TO MINIMIZE MOISTURE ~ ~ ~ STEEL BEAM B5 MIGRATION INTO THE WOOD FIBERS. PRIME ALL SUCH MEMBERS uQi. PRIOR TO INSTALLATION! PROVIDE AT LEAST ONE ADDITIONAL COAT 0 I I m / m' ~ AFTER INSTALLATION. / I I W / F w ~ ~ 541 - ~ 0 ~ RAFTER FRAMING coL c2 ~ - i I RECOMMENDED PRIMER PAINT: BINZ WATER BASED PRIMER; a ~ RECOMMENDED FINISH PAINT: ZINSSER'S WATERTITE MOLD & MILDEW Q STEEL BEAM Bl I SIMILAR TO SOUTH I S4 r.~- I PROOF WATER PROOFING PAINT ~ ~ (BASEMENT) I SIDE ~ I~-~i COL Ci i ----543 I~ S45~~ - ~ Q STEEL BEAM B5 STEEL BEAM 65 I I 15451 S46 i I - S30 AT BEAM BRG POINTS OF BLOCK WALLS PROVIDE (1) #6 VERTICAL REBAR a >U - I I µl~ , ,•,~.sd, ~h„, ,~~F,y,_ . IN THE CORE(S) OF BLOCK BELOW BRG. POINTS AND GROUT FULL WITH ~ ~ ~ ~ COL C2 - r r S45 I _ _ CONCRETE GROUT. ~ Z Q~ S43 I I ~ S31 STEEL BEAM 64: W 12 X 30; VERIFY LENGTH PER CONDITION. ENDS BEARING 0 ~ - - - - - '-'1"-- ~ - - - ON MASONRY WALLS SHALL HAVE STEEL BRG. PLATE ANCHORED INTO WALL; ~ ~ O BEAM END SHALL REMAIN FREE TO TRANSLATE. 0 ~ ^l = PARALLAM BEAM I I S 2 I l l I i I I L.1C. i S33 I ~ ~ ~ i S32 STEEL BEAM B5: W 10 X 22; VERIFY LENGTH PER CONDITION. ENDS FRAME ~ rli ~ Q CONTINUOUS OVER I S33 DOOR OPENINGS i i I I ~r S42 ~ r INTO SIDES OF TUBE COL. USING WEB SUPPORT PLATE WELDED TO THE COL. ~ _ ^ I I ~ z_ _ I I I I I I I S33 UPPER STEEL FRAME CONSISTS OF (2) STRUCTURAL STEEL TUBES 6" X 3" X 1/4" ~ O ..1 I I I I I _ ~ ~ _ ~ _q _ WELDED INTO CONTINUOUS FRAME AND WELDED TO CAP PLATE OF EACH ~ ~ ~ S34 S34 I i CORNER COLUMN -SEE DETAILS. 0 ~ I I I - n S34 ENGINEERING AND INSTALLATION FOR GLASS ROOF STRUCTURE ~ z Q A 1 RAFTER FRAMING S32 3 ROOF FRAMING ISOMETRIC I l S32 I _ ~ I~ r ~ AND GLAZING TO BE PROVIDED BY MANUFACTURER. Q ~ SIMILARTO SOUTH -i-------------~-- I m~-.~...-,.,.-.~.-a..-..~~.,~~ - 0 c S35 HATCH DENOTES FLAT ROOF OR SOFFITED CEILING AREAS; PROVIDE MINIMAL A3.0 Scale: 1/8 - 1-0 SIDE I S33 I S33 ~ SLOPE TO ROOF SURFACES TO DRAIN. EXTERIOR ROOF AREAS 70 RECEIVE TPO ~ ~ NOTE; ISOMETRIC IS FOR SCHEMATIC PURPOSES. ~ .-.,.~~....o_..._I _ o ROOFING MECHANICALLY FASTENEDAND HEATSEAMED. VERIFY ALL DETAILS WITH THE STRUCUTRAL AND I I I •~,p3~ 8 ~ INTERIOR SOFFITS ARE TO BE FRAMED WITH PRIMED 2X MEMBERS. ~ Z OTHER DETAIL DRAWINGS AND SPECIFICATIONS. I I ~ e ~ ` I~ ~ U1 S36 6" X 3" TUBE SPACERS WELDED INTO TUBE ASSEMBLY TYPICAL AT THE 1/3 POINTS ~ ~ I I I OF EACH SIDE. ~ I I I I _ ~Ie. I ~ I I S40 2 X 12 WOOD RAFTERS AT 24" OC, TYPICAL FOR ALL ROOF RAFTERS ~ I S2 I I - - UNLESS NOTED OTHERWISE ALL TUBE CONNECTIONS SHOP OR FIELD 1'-0 i/2" j I I WELDED USING 3/16 WELDS - 21/2" 8 3/4° rv _ _ _ _ _ _ _ I I I S41 DOUBLE 2 X 12 WOOD BEAM AT THIS CONDITION ~ MIN 2" WELD PER PIECE ~ ~ ~ S42 DOUBLE 2 X 12 WOOD MEMBERS TYPICAL AT ROOF RIDGES ~ PE N ERFACE ND AS NOTED RI T A ( I _ _ S33 S43 SINGLE 2 X 12 WOOD MEMBERS TYPICAL AT ROOF VALLEY S33 I UNLESS iVOTED OTHERWISE ~ SEE C RNER DETAIL - - I - - I I I I I - S45 SUPPORT ROOF FRAME OR VALLEY FROM STRUCTURE BELOW ~ I AT THIS LOCATION WITH (2) 2X4 POST -TYPICAL CONDITION. I 3" X 6" TUBE SPACER I I I I WELDED AT 1/3 SPAN, 6" TUBE SPACER PIECE WELDED ~ I I iv ~ j RAFTER FRAMING S42 ~ S46 5.25 X 11,25 PARALLAM HEADER BEAM AT THIS LOCATION; NOTCH PERMIT 05.202001 RAFTERS OVER HEADER WHERE NECESSARY TO MAINTAIN ROUGH REVISIONS PER DUBLIN PLAN i POINTS - (2~ EACH SIDE ~ • i INTO THE ASSEMBLY I I (n I ~ SIMILAR TO SOUTH ~ o ICI o I I _ _ REVIEW NOTICE OF NOV. 11, 2005 _ S40 I OPENING HEIGHT FOR WINDOW OR DOOR BELOW, ~ I ~ I ~ SIDE ~ t o I I i ~ I / j ~ ~ ~r ICI I ~ I - CONTINUOUS i z l I I I - ~ I ~ , ~ ~ ~ z - I ~ ~ I I OI I I j I I g - ~ / I I I l V l S40 ~ I i _ I ~ I I I - S40 I I '-----I 6 STEEL TUBE CANTILEVERS 6 TUBE SPACER PIECE WELDED I ~ OVER COL. IN NORTH SOUTH j INTO THE ASSEMBLY AT 1/3 AND I I I I DIRECTION, TYP. 2/3 SPAN POINTS - TYP. ALL 4 SIDES - _ _ ~ I I 3 6" WELD X 21 2" NS FS I I I UPPER ROOF DOUBLE TUBE I I li / l FRAME, WELDED ASSEMBLY AND 3 16" X 21 2" EA. PC. I I w.',s. .twit `,'~,~r~;~:~m:~+aw.;;;: \ WELDED TO CORNER COLUMN TYP { i'~ ~ ~i- -.~`m -j-•---------------.j-._._.._L_._._._._._._._._ 11/14/05 CAPS -SEE DETAILS. j NS/FS I I I I Auth B : calhoun ' ~ ~ JAMES : 0 I PROVIDE GUTTER AND FLASHING AT ~ ~ detail added er + * ~ CALHOUN I I " ~ I ~ - - 6 5TEELTUBE EXTENDS I INTERFACE AGAINST EXISTING HOUSE - I p . c I I I ~ PAST NORTH/SOUTH TUBES I ( I I ~ ALSO SEE ELEVATIONS AND DETAILS. ~ plans examiner 5694 ~ I I I IN THE EAST WEST DIRECTION I I I I request ~ G ~Sw: I I , I I I I I I ~ I ~/~~~~5~~ ••h o...••••~~~~~A~~A I I I I I I I I I I I I 1/4 CONT. 1/2 STEEL PLATE FULLY ~~~~~i4p~i~I mlul~~~~~~~~~ I I I WELDED TO COLUMN AND TO j 8 3/4" TUBE FRAME ASSEMBLY 1 2 3 ~ I 4 5 6 ~ 7 STEEL BEAM PER 3" I STRUCTURAL; CENTER STEEL COL, PER STRUCTURAL I I WEB OF BEAM ON CL. OF COL, n~G~~'! I I A30 ROOF FRAMING PLAN ~ (3) 1-1/4" p H.s. BOLTS '/ry I I I A3.0 SCal2; 3/16" = 1'-0" W/ WASHERS AND NUT. N I I I I I DATA FOR BEAM B5: W 10 X 22 Conti uration In ut Solution STEEL PLATE A32 UPPER R00 TUBE FRAME PLAN A321 ROOF FRAME CORDER DETAIL sEmplesupports,unifo.., I~.. ~ un~ts:,lm ria~ ~ ~~rL ~ 4800.00 pounds 1/2" X 6" X 0' 8 1/2" 20_. W.__,_._.~ feet II n r n n i u I L: A3.0 Scale: 3/16 1-0 A3.0 Scale, 1 1/2 - 1-0 W ~ I feet ~ rR = 4800.00 pounds ~ II I mL = O.OOOOOe+00 pound-feet I II M P: 12800 pounds pounds I II I ' mR= D.aDDOae+oo pound-feet ~ II I STEEL COL. PER pRINr DATE: i t/ia/os i ~-i ~ 'I a : 4,5-~ _.n_~_-_-__- feet feet I vMax = 4800.00 pounds ~ M I ORIGIN DATE: 2105/05 Solve» II STRUCTURAL I iL I ~ rR ^---'-'---t M--Z-?; w: 480 ~ poundsJfoot vMax ~ ' poundsJfoot I i mMax = 24000.0 pound-feet II I I -vM~ i E..29000000 LbJsq in I LbJsq in ~ sMax = 12413.81b1sq in G==~~=_~ , „ REVISION: ! 1:118 I in~4 in~4 ' yMax = -0,505 in ~ STEEL L 3 X 3 X 1/4 X 0 -4 I ~ mMax I SHOP WELD TO COL D t0/14105 ALL SHEETS i at x ~ 10.0000 feet SHOP WELD FIELD WELD TO BEAM s : 2 ! in 3,2 I in I I STEEL PLATE 3/8° ~ 3/16" WELD X 2" NS/FS TO COL. DATA FOR TUBE ASSEMBLY Confi uration Input A I . ` Solution ~ n~ I Simple supports, varia... I~~ Units: imperial ! 'J ~ ~ rL = 1375.00 pounds i I L : 20 ~ feet W feet j rR = 1375.00 pounds ' ~ P: 12800~~~~~~ pounds 'I pounds ~ ~ mt-D.DOODOe+oO~pound_feet ~ ~(p, STEEL COL BEAM CONNECTION a: 4,5 feet mR = O.000OOe+UO pound-feet A322 feet cli.,e..~ vMax= 1375.QOnounds I Scale: 1 1/Z" = 1'-~° fTl Gucrr I r pounds/foot mMax = 9166,67 pound-feet vMax N-2 w: !275 pounds/foot E:;29000000 Lh/sgin -vMIDc Lb/sq in sMax = 9197.32 Lb/sq in I: 35,8 inn4 mm , .w.....::~ inn4 yMax = -0.610 in at x = 10.6000 feet 0 s: 11 91 in i A3,00 n 0 I j a m e s c a I h o u n a r c h i f e c I inc. 373 walhalla road columbus, oh 43202 614.261.6525 fax.614.261.1093 email.jcalhou2@columbus.rr.com d o c u m e n I revision date: March 3, 2006 to: Dublin Building Official / Sullivan Builders / M/M Paglieri ref: Additional Information for the addition to 8000 Avery Road (revision to the Architect's drawings dated 11/17/05) To whom it may concern: I was informed on this date that our drawing sheet A3.1 was not included in the set of drawings submitted for a building permit for the above noted project. Apparently the contractor was also unaware that this sheet was not a part of the submitted set. We regret any inconvenience this may have caused. I have reviewed the work in place as it has progressed and believe it conforms with the intent and detail of our drawings, and meets all code requirements as far as I know. Copies of Sheet A3.1 are attached for your review. Please contact me if any further information or action is required on this matter. Thank you for your assistance and cooperation. `,`w~uuluuw?luni~,/Z S •.•........•••4~ LIS Issued by, ; JAMES 1 O CALHOUN des Calhoun Architect 5694 ~/~1111111111111\~? MAR 0 3 2006 BUILDING DI`JISIOri CITY OF DUBLIN jcai l J PATIO CONSTRUCTION NOTES James Calhoun ~rchifetf Inc. GENERAL;FOR ALL PRODUCTS USED IN THIS PROJECT SUBMIT SAMPLES, CUT D 313 Walhalla Road SHEETS, SPECIFICATIONS, AND OTHER PERTINENT INFORMATION ~ Columbus, OH 43202 TO THE ARCHITECT AND OWNER FOR REVIEW AND APPROVAL PRIOR fel.(614) 261.6525 TO ORDERING. D fax (6141261.1093 15'-4° 3'-4" CODED.' JCARCTEC@COLUMBUS.RR.COM 8.. 8~~ ~ REMOVE EXISTING WINDOW AND FRAME. REWORK OPENING AS C] A31 ~ A36 TYP. OF 16 REQUIRED TO INSTALL NEW OUTSWING FRENCH DOORS WITH FULL INSULATED GLASS LITES. MATCH TYPE STYLE, TRIM AND DETAILS D SPOT EL. 914.66 VER FY OF OTHER PATIO DOORS IN THE RESIDENCE. FIELD MEASURE TO ~ A35 A35 ~ A35 A37 DETERMINE SIZE REQUIRED TO FILL EXISTING OPENING. . iv SUBMIT SHOP DRAWINGS AND ALL PERTINENT INFORMATION ~ A38 REGARDING THE NEW DOOR SYSTEM TO THE OWNER AND ARCHITECT ~ FOR REUIEW AND APPROVAL PRIOR TO ORDERING. ' r-- r- ~ A35 PLAN AT NEW PATIO I I NESAI_ ATLO__-- I I~ II - i II I ~N I EL. 921 ~66~ VERIFY I I DNI. 12 A32 PROVIDE NEW OAK THRESHOLD WITH 4" STEP DOWN TO NEW I i~ EQ;. R. 2 -8 PATIO SURFACE II A3°1 Scale: 1/4 - 1-0 , , , i ~ I I @ J" 0 I-a o~ I I i-o A33 ----~-----~1--I - - - i - A33 PROVIDE NEW FORMED CONCRETE PATIO DECK AS SHOWN ~ I I ~ I I WITH NATURE STONE FINISH TOPPING TREATMENT. II I II ° I 1 o I I i_...._.._-_-----.---.-_._-_.-.-_-_ ....._--.-._.____._________________I I ( A34 BEW ALUMINUM SPIRAL STAIRS AS SHOWN WITH HANDRAILS ~ I I I OTH SIDES. STEPS SPIRAL DOWN TO MEET LANDSCAPED ~ II I I i ~ I A34 STEPS AT LOWER LEVEL VERIFY REQUIRED RISER HEIGHT, 0 EX STING RESIDENCE I I I I ~ I I I RISER HEIGHT NOT TO EXCEED 7.5"; MANUFACTURER SHALL EXISTING HOUSE ? 11 SUPPLY ALL DRAWINGS AND DETAILS REQUIRED FOR PERMITS, APPROVALS, AND INSTALLATION, NEW OUTDOOR LIGHTING MIN. TREAD BOTH SIDES OF NEW DOOR - WIDTH AT EXISTING FLOOR A32 MAINTAIN MIDDLE 0 ~ SEE LIGHTING SCHEM TIC EXISTING FI EL° 922A~ EL. 922.0' VERIFY EXISTIING ROOF HATCH SHADING DENOTES SOLID 4" MASONRY UNIT WALLS A35 U CANOPY WITH STUCCO OR EIFS BOTH SIDES ~ Z NEW DOORS REPLACE EXISTING WINDOWS PATIO SURFACE A31 A36 PRECAST BALUSTERS TO MATCH STYLE OF OTHER PORCH ~ Q CAST CONC. RAIL TOP ITH AT 4" BELOW EXISTING BALUSTERS USED ELSEWHERE IN THE RESIDENCE, SET 0 ~ BALUSTERS SO THAfi OPEN SPACE BETWEEN DOES NOT 111 NATURE STONE FINISH MAIN LEVEL EL. CONSULT CONSULT WITH EXCEED 4" IN ANY LOCATION. O GC ~ t~ PRECAST OWNER R OWNER REGARDING SUBMIT PRODUCT SAMPLE FOR REVIEW AND APPROVAL ~ 0 BALLUSTERS FEASIBIL ~I RE CAT: FEASIBILITY OF PRIOR TO ORDERING. 0 Z RELOCATING _ALUM.SPIRAL._•_ I!!I AIRREGI' AIR REGISTER ~ STEPS ; . A37 STONE STEPS FORMED PER LANDSCAPE PLAN ~ ~ D ~ _ ' j _ , EIFS OVER i A38 2" DIAMETER DRAINAGE PORT THRU SLAB; SLOPE CONC. 0 11.1 - - _ ' EIFS OVER _ CONC. BLOCK II SLAB TOWARD DRAINS. 0 = I-- Z CONC. BLOCK - - ' _ ~ EMBOSSED STEEL DOORS ~ EXISTING DINING ROOM EXISTING FAMILY ROOM A39 ~ ~ ~ a`~4 li D ~ ~ ~ I ~ Z Q ~i II I-_- . D Q~ L _J I ' I VERIFYFOOTINGSA I__________________!~ L _ _ _ - _ - - _ _ _ _ _ MIN. 32" BELOW GRA E, ---J - SEE TYP. FOOTER DE AIL. - 0 ~ ~ i ~ ~ ~ A36 NEW PATIO -EAST ELEVATION o A3°1 Scale 3/16" = 1'-0" a - - a a - l ° o PERMIT 05,202001 REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV. 11, 2005 1~ \\\\\\\\\\``~~u~ uuo I~ rprrri~~/////, NOTE; PROIVIDE MIN 2" o° 1'-1 l/ 00 1'-11/4" `~•~~~.u..p~..~~~//i CONC. COVERA ~ GE OVER ' , ALL REBAR, TYPICAL rJ ~ CAST CONC. RAIL TOP WITH ~ r~ NATURE STONE FINISH ON ~ U) ~ JAMES Q - TOP AND SIDE EDGES. * ; CALHOUN SS STEEL PIN ANCHORS, ~ 5694 ti NATURE STONE TOP ANDBOT.1YPICAL G TOPPING OVER CAST ti~~ PRECAST BALLUSTERS ////~OgsT~~E~~~~~,,~G~~\~~`\\\ CONC. FLAT SLAB. z H TO MATCH STYLE OF EXISTING HOUSE /~~~~prplllllnllll~llA1U~~~~\ US 4000 PSI CONC. ~ ~ z RAILINGS -VERIFY SIZES AND WITHS%AIRENTRAINING ° EXISTING HOUSE 3~~ b" CEMENT. M ~ MATERIALS. iv I CAST CONC. RAIL TOP WITH SEALANT #4 REBAR `4 REBAR ~ NATURE STONE FINISH CONT. ;ONT. CONC. SLAB WITH TURNED T • , . .o. • ' o UP EDGE AS SHOWN ~ PRECAS COPPER FLASHING • ' , ~ • a ; • BALLUSTERS ENCASED IN NEW SLAB v' AND CUT INTO EXIST. _l o ° STUC ° CO #4 REBARS AT 12 OC, -EACH WAY,.. TURN UP ENDS AS SHAWN, PATIO FINISH SURFACE BOND BEAM TYR VARIES AT 4 BELOW EXISTING AT EDGE OF SLAB PROVIDE AT TOP COURSE VARIES MAIN LEVEL EL. EIFS OVER (2)' #4 BARS AS SHOWN, W (2) #5 REBAR EIFS OVER ' CONC. BLOCK THEN AT 12" OC° ALUM. SPIRAL CONC. BLOCK _ PRINT DATE: 9/3/06 - STEPS ° ORIGIN DATE: 2/05/05 VERIFY THAT NEW YER1 Fl~D sTRv~T ftRL? FOOTING DOES NOT ~ETAfc W A2EH17 ~ G'r EXTEND BELOW LEVEL I STRUCTURAL CALCULATION: REVISION: z PER CRSI HANDBOOK, ONE WAY 1~ 11/14/05 ALL SHEETS I 3• G~0` Rya OF THE a FLAT SLAB 6" THICK W/ 3000 PSI EXISTING FOOTER CONC. FTG. ON p CONC. AND STEEEL REINFORCEMENTS 2 11117/05 VERI OOTINGS AT UNDISTURBED SOIL OR SEE TYP A37 NE PATIO -SOUTH ELEVATION , SEE TYPICAL FOUNDATION z AS SHOWN: MIN 3 BELOW GRADE, ENGINEERED FILL I DETAILAI4 H A3.1 Scale: 3/16" = 11-0° SEE P, FOOTER DETAIL. 12' CLEAR SPAN) = 225 PSF SUPERIMPOSED 3~ ° • ° ~ a N ~ LOAD CAPACITY. C,• ° Tr ',r ~i_nn Currr 0 A38 PATIO EDGE TIO EDGE DETAIL 0 A3,01 ~A3.1 Scale: 3/4" _ )Ita: 3/4" = l'-O" 0 O 1 L it EXTERIOR ELEVATION NOTES, James Calhoun ~rchi~ecf Inc, GENERAL: ~ 313 Walhalla Road SUBMIT PRODUCT LITERATURE AND CUT SHEETS FOR ALL ITEMS TO BE 0 Columbus, OH 43101 USED IN THE EXTERIOR FINISHING TO THE ARCHITECT AND OWNER FOR lel.(614) 261-b§2§ REVIEW AND APPROVAL PRIOR TO ORDERING, D fax (614) 2611093 PROVIDE MOCK UPS OF ALL SURFACE TREATMENTS INCLUDING FLOOR, JCARCTEC@COLUMBUS.RR.COM WALL, ROOF, MATERIALS, ALL PAINTS, METALS, GLASS, CEMENTITIOUS EXISTING RESIDENCE SHOWN BEYON D- 3 E Y 0 N D PRODUCTS, UNIT MASONRY, ETC. TYPICAL SAMPLES AND MOCK UPS SHALL BE AT LEAST 24" X 24"; PROVIDE UP TO THREE SAMPLES OF EACH PRODUCT 0 AS REQUESTED BY THE ARCHITECT, 0 FOLLOW ALL SPECIFICATIONS OF THE PRODUCT MANUFACTURERS FOR 0 INSTALLATION OF THEIR PRODUCTS. 0 O COORDINATE WITH OTHER TRADES AS NEEDED TO AVOID CONFLICTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ISSUES THAT WOULD 0 PREVENT PROPER INSTALLATION OF PRODUCTS; DO NOT PROCEED UNTIL SUCH ISSUES ARE RESOLVED. 0 I I E1 ALL NEW FOUNDATIONS TO BEAR ON UNDISTURBED SOIL, MINIMUM OF 36" BELOW FINISH GRADE. VERIFY SOUND BEARING SOIL AT ALL O • EXCAVATIONS. E2 DOWEL NEW FOOTERS AND SLABS INTO EXISTING FOUNDATION W/ #5 REBARS AT 12" OC. TYPICAL THIS CONDITION. ~ E3 STEP FOOTINGS IN MAX. 12" INCREMENTS AND AS NEEDED TO ~ MAINTAIN MIN, 36" DEPTH. PROVIDE DEEPER FOOTER BRG, WHERE REQUIRED BY SOIL CONDITIONS OR LOCAL CODES. ~ 4 PROVIDE PRECAST CONC. LINTELS WHERE FOUNDATION LEVELS DIFFER ~ AND CAN NOT BE STEPPED. PROVIDE ONE 4X8 LINTEL FOR EACH 4" OF FOUNDATION WALL WIDTH. D Q E5 PREMANUFACTUREDWIN0OW OR DOOR PER APPROVED SPECIFICA- ~ TIONS. SEE DETAIL ELEVATIONS ON b00R AND WINDOW SCHEDULE ~ SHEET. SUBMIT ALL MFG. WINDOW SPECIFICATIONS AND SAMPLES ~ FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR 'C~ TO ORDERING. 0 Q SEE PLANS, ELEVATIONS E6 EXTERIOR WALL SURFACES ARE FINISHED WITH AN APPROVED 0 ~ AND DETAILS FOR NEW EXTERIOR INSULATING FINISHING SYSTEM (EIFS) UNLESS NOTED OR 0 ~ ~ DETAILED OTHERWISE. ALL PRODUCTS, TEXTURES, COLORS AND ~ ~ l.r. O PATIO IN THIISAREA ON - , SEPARATE S'~HEET, ~ ` DETAILS TO BE APPROVED BY ARCHITECT AND OWNER. SUBMIT ALL E 10 : IIII E11- TYP. DATA FOR APPROVAL REGARDING PROPOSED SYSTEM, z ~ 1L_____ SUBMIT MOCK UP SAMPLES FOR APPROVAL PRIOR TO ORDERING D ~ ~ Q - - i / ~ E10 MATERIALS. ~ ' E8 E6 ~g E8 PRODUCT STANDARD FOR EIFS; PAREX COMMERCIAL PB. ~ ~ ~ Z E7 TRIM CRAFT COMPOSITE BOARDS FOR TRIM, RAKES, FASCIAS, ~ ~,-J ,I I O ETC. TYPE. 7/8" THICK MATERIAL. SEE DETAILS. SUBMIT I~ _ E13 - E9 ~ E13 PRODUCT AND COLOR SAMPLES TO ARCHITECT AND OWNER ~ 1=- Z_ • ' • E11- TYP, _ ( E8 I I - E11-TYP. FOR APPROVAL. ~ O ~ M E8 PROVIDE COPPER FLASHING FOR PARAPET CAP OR OTHER ~ ~ ~ I ~ I E7 u. I E7 FLASHING CONDITION ~ Z ~ a \ ~ I I ~ I E6 E9 CLAY TILE SHINGLE SYSTEM OVER WEATHERSHIELD ~ a N ~ ~ ~ - - N ~ rn . w I Ei5 E16 ( UNDERLAYMENT. PROVIDE ALL FLASHINGS, CAPS, SPECIALTY ~ I- o ~ N ~ I E5 E6; ES E6 - E5 E6 E15 PIECES, ETC. NECESSARY FOR A COMPLETE AND WATER TIGHT ~ SYSTEM. w I ( I E12 Ei8 SKY ROOF SYSTEM OR OTHER SKYLIGHTS PER APPROVED ~ OCR E121 SPECIFICATIONS. 0 Finish floor IEL. 913,25 ..1._.__._ ~ I II I I I I E11 GUTTERS TYPICAL AT ALL EAVES PER DETAILS AND APPROVED SAMPLES. ~ I ~ HADING DENOTES I I I I I I i I E12 DOWNSPOUT AT THIS LOCATION. COORDINATE LOCATIONS AND ~ I ! II (INTERFACE OF NEW I / E4 I I II I I I I I I DETAILS OF DOWNSPOUT INSTALLATIONS WITH LANDSCAPE ~ F MING WITH EXISTING 11/14/05 ~ I E4 E4 I I I I PLANS TO PROVIDE SYSTEM TO DRAIN WATER INTO THE • BUILDING r'--------------------J-~--I~ I Auth B ; Calhoun I I r- I I I I EXISTING POND. ~ - note: finish floor at 3" r_~_____y______________________L ~ J~ I I ------LT~~ I I j Ei3 LOW SLOPE ROOF AREAS FINISHED WITH AN APPROVED MEMBRANE 0 above 100 year floor E1 _ _ _ _ _ _ _ ~ I I I I SYSTEM ADHERED OR MECHANICALLY FASTENED TO 3/4" ROOF COORDINATE FOOTER I I I I SHEATHING. PROVIDE ALL FLASHINGS, CURBS, SEAMING, AND D A41 SEC 'ION AT INTERFACE WITH HOUSE DEPTH WITH REQUIREMENTS OF POOL INSTALLATIONS - - - - - - - - - ~ Ol'HER ITEMS NECESSARY FOR A WATERTIGHT AND PROPERLY ---------`1-----J INSTALLED SYSTEM. ~ A4,0 Scale 3/16" = 1'-0" A40 N SEE SECTIONS EAST ELEVATIO E 1 E1 ~ E14 PERMIT 05.202001 A4.0 Scale; 3/16" = 1'-0" REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV, 11, 2005 E15 SEE LANDSCAPE PLANS FOR OTHER DEVELOPMENTS IN THIS AREA A42 AERIAL ISOMETRIC -LOOKING NORTHEAST E16 DECORATIVE GLASS BLOCK IN MASONRY WALL -COORDINATE LOCATIONS IN FIELD WITH ARCHITECT. ALSO SEE PLAN, SECTIONS, A4.0 NO SCALE DETAILS TOTAL OF 13 LOCATIONS. (NOTE; THIS ISOMETRIC VIEW IS FOR GENERAL REFERENCE PRE-ENGINEERED SKYROOF ONLY TO SHOW THE BASIC ROOF FORM IN CONCEPT. (REFER TO THE ELEVATION SECTION AND DETAIL DRAWINGS f . (FOR MORE SPECFIC INFORMATION. TYPICAL CLAY BARREL TILE ROOFING \\\,`(\\,1~~111111oiIIIFpll~in/`///i 7 iii '•i f i ~i.,:. ~ R.,.y~ } "9x . ~ ~ .a.~~si. r - - _ ~ ; JAMES ; 0 , ~ ~ a ~ , -f., _ -~a~ / ~ ' CALHOUN R ~4v ~ s. ` ~ , _ 5694 J 5 ~ - ~ ti r mss, ~ . w`" x~ Y~" FPO MEMBRANE ROOFING ON %~~~~~sr"•'•,?,,,a••'C~ti`S\\\\` ~ ~ ~ ~ , - , ~ LAT SECTIOINS ~~~~~~~l~~~I~IIDIIIIItI?~~~~~~~~~~~ ,4 ti. r~ apt; . W~ °+1~ :ti y r ` ;K ~ F" ~ , ,;,.s,, c 3 . ~w ; . F a"4sa, H~ • i'7m + L y •i.. ~ - ~,~r ~ ~ ~ ~ ~r; ~ . ~ ' ~r *a t t z i l~'_ t i. rl, . ~ r ~.h i ~ t~~ ' ~,1 s P.~~ _ i,: I, V ' ( } y,~'4•'. h.. .r V . Z' ' ~ PR[NT DATE 1 1/114/05 r ORIG[N DATE: 2/05/oS { _n~, ~ ? ~i, ~~`K• V,Ny Jt~ `rte, ~ REVISION: , . Y u ~U ~~,,"'.4 1~10114I05 ALL SHEETS c .fi~?~. ~ y- - ~'r i i Y' q 1 ~ ~ ~ ~ t'': - M PRE ENGINEERED SKYLIGHT ~ a, tt ~ ~ ~ 1 j t i ;i ~ i ~ ~1 ~11.y1 f.~ ~ } l' ~J - a ~ a w D TPO ME BRAKE ROOFING ON ' 'y' M r ti.: FLAT SECTIONS ~ ~ ~ s ~ D I I-I SHEET ~ A4,90 1 EXTERIOR ELEVATION NOTES; James Calhoun ~rchifec~ Inc. EXISTING HOUSE NEW ADDITION GENERAL: 0 313 Walhalla Road SUBMIT PRODUCT LITERATURE AND CUT SHEETS FOR ALL ITEMS TO BE 0 Columbul, ON 43202 USED IN THE EXTERIOR FINISHING TO THE ARCHITECTAND OWNER FOR fel.(b14) 261.6525 REVIEW AND APPROVAL PRIOR TO ORDERING. D fax (614) 261.1093 PROVIDE MOCK UPS OF ALL SURFACE TREATMENTS INCLUDING FLOOR, WALL, ROOF, MATERIALS, ALL PAINTS, METALS, GLASS, CEMENTITIOUS ~caRCTEC@co~.uMeus.RR.coM PRODUCTS, UNIT MASONRY, ETC. TYPICAL SAMPLES AND MOCK UPS SHALL ~ BE AT LEAST 24" X 24"; PROVIDE UP TO THREE SAMPLES OF EACH PRODUCT 1, AS REQUESTED BY THE ARCHITECT, FOLLOW ALL SPECIFICATIONS OF THE PRODUCT MANUFACTURERS FOR 0 I INSTALLATION OF THEIR PRODUCTS, i~ .l COORDINATE WITH OTHER TRADES AS NEEDED TO AVOID CONFLICTS, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ISSUES THAT WOULD ~ PREVENT PROPER INSTALLATION OF PRODUCTS; DO NOT PROCEED UNTIL SUCH ISSUES ARE RESOLVED. O 1 l Ei ALL NEW FOUNDATIONS TO BEAR ON UNDISTURBED SOIL, MINIMUM OF .i 36" BELOW FINISH GRADE. VERIFY SOUND BEARING SOIL AT ALL ~ EXCAVATIONS. ~ I E2 DOWEL NEW FOOTERS AND SLABS INTO EXISTING FOUNDATION W/ #5 REBARS AT 12" OC. TYPICAL THIS CONDITION. E3 STEP FOOTINGS IN MAX. 12" INCREMENTS AND AS NEEDED TO ~ r II MAINTAIN MIN. 36" DEPTH. PROVIDE DEEPER FOOTER BRG. WHERE fl REQUIRED BY SOIL CONDITIONS OR LOCAL CODES, 0 II E4 PROVIDE PRECAST CONC. LINTELS WHERE FOUNDATION LEVELS DIFFER AND CAN NOT BE STEPPED. PROVIDE ONE 4X8 LINTEL FOR EACH 4" OF Eio II FOUNDATION WALL WIDTH. Q E5 PREMANUFACTUREDWINbOW OR DOOR PER APPROVED SPECIFTCA- ~ I. TIONS. SEE DETAIL ELEVATIONS ON DOOR AND WINDOW SCHEDULE U ~ E12 I 1 ~ 1 SHEET. SUBMIT ALL MFG. WINDOW SPECIFICATIONS AND SAMPLES D FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR ~ tL,1 Q I E11- TYP. E13 E9 TO ORDERING. Q t E9 E9 E9 ` E11- TYP. Eb E6 EXTERIOR WALL SURFACES ARE FINISHED WITH AN APPROVED ~ ?E8+' E11 - TYP. EXTERIOR INSULATING FINISHING SYSTEM (EIFS) UNLESS NOTED OR I 6ETAILED OTHERWISE. ALL PRODUCTS, TEXTURES COLORS AND ~ ~ ~ ~ SEE PLANS, ELEVATIONS DETAILS TO BE APPROVED BY ARCHITECT AND OWNER. SUBMIT ALL ~ ~ E7 DATA FOR APPROVAL REGARDING PROPOSED SYSTEM. ~ ~ AND DETAILS FOR NEW I I -1 i PATIO IN THIS AREA ON I SEPARATE SHEET. ~i6 x 21 SUBMIT MOCK UP SAMPLES FOR APPROVAL PRIOR TO ORDERING D ~ ~ O I E16---® I I E6 E16 MATERIALS. ~6 I E6` E5 E6 E5 ~ PRODUCT STANDARD FOR EIFS: PAREX COMMERCIAL PB. 0 x ~ _ E15 ~ ~ 0 ~ I 0 1 0 E7 TRIM CRAFT COMPOSITE BOARDS FOR TRIM, RAKES, FASCIAS, ~,J I~ 1 ETC. TYPE. 7/8" THICK MATERIAL. SEE DETAILS. SUBMIT t~ E12 PRODUCT AND COLOR SAMPLES TO ARCHITECT AND OWNER 0 Z_ E12 E12 E12` L. I FOR APPROVAL a O / 1 1 / E4 I I I I I I Eg PROVIDE COPPER FLASHING FOR PARAPET CAP OR OTHER ~ --I----- --h I I I I I FIASHING CONDITION ~ ~ ~ ~ ~----------------------------------------~-~-I~ I I I - I I I I I I ~ Z Q I I I I I I E9 CLAY TILE SHINGLE SYSTEM OVER WEATHERSHIELD _ _ _ _ I I ~ UNDERLAYMENT. PROVIDE ALL FLASHINGS, CAPS, SPECIALTY D I- E2 E1 I rl----------------~, ~--T---------------T-~ - - T ~ I I PIECES, ETC. NECESSARY FOR A COMPLETE AND WATER TIGHT Q I r1--- SYSTEM, ~ O I I E1 L--- I I COORDINATE FOOTER P144 SOUTH ELEVATION DEPTH WITHREQUIREME IATE FOOTER ~ E10 SKY ROOF SYSTEM OR OTHER SKYLIGHTS PER APPROVED Z 4~ ITH REQUIREMENTS SPECIFICATIONS. D ~.J ' L-----------------J OF POOL INSTALLATION: INSTALLATIONS - ~ A4.1 Scale; 3/1611 = 1'-011 5EE SECTIONS IONS E11 GUTTERS TYPICAL AT ALL EAVES PER DETAILS AND APPROVED SAMPLES. Ei E12 DOWNSPOUT AT THIS LOCATION, COORDINATE LOCATIONS AND ~ DETAILS OF DOWNSPOUT INSTALLATIONS WITH LANDSCAPE ~ PLANS TO PROVIDE SYSTEM TO DRAIN WATER INTO THE EXISTING POND. ~ E13 LOW SLOPE ROOF AREAS FINISHED WITH AN APPROVED MEMBRANE SYSTEM ADHERED OR MECHANICALLY FASTENED TO 3/4" ROOF SHEATHING. PROVIDE ALL FLASHINGS, CURBS, SEAMING, AND O OTHER ITEMS NECESSARY FOR A WATERTIGHT AND PROPERLY INSTALLED SYSTEM. ~ E14 PERMIT 05.202001 REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV. il, 2005 E15 SEE LANDSCAPE PLANS FOR OTHER DEVELOPMENTS IN THIS AREA C E16 DECORATIVE GLASS BLOCK IN MASONRY WALL -COORDINATE LOCATIONS IN FIELD WITH ARCHITECT. ALSO SEE PLAN, SECTIONS, DETAILS TOTAL OF 13 LOCATIONS. ~ • • ~ i ~ JAMES ; 0 E 10' SCE WITH ~ * i CALHOUN Ell - TYP. INTERFACE WITH EXISTING HOUSE IG HousE ~ 5694 ~ ti ~ . r _ _ _ nTOD of_COlumn _ _ . 926'5' E12 .Eb; E6 ' ~ w fs ti~ s` E11- TYP. /////////j~~~ED 1111 ~~C~`\`\\\ E8 111111 ~ E9 E11- TYP. E9. Steal BeamB -LOwer Alnp ~ i', - _ n ro ~x~. E9 ' Eii - TYP. Top of Masonry Wall _ . - E7 E16x3 E16x2 E6r E16X2 ®~0 E12 E12 ? I Eb'' Eb; - I I I I I I I I E12 I E12 I I I FlNshFloor I I I I I I 91V 3~3' ( Top of Steel Beam L I r--rL---------TL L--L----------~- -~-1--------~ 9105 I I I I I L_~______~J PRINT DATE: fi/14/05 I I I 1-, I I E2 _ I I i I I E1 E2 ~ ORIGIN DATE: 2/05/05 I-~-r J I i_,I I I L--J r I REVISION: I I l i-, I 4-~ TOL Basement Slab I _ I I - - - - - - - - " I 90,9- - . - ~ - - - --i - - - - - - -I 1~ 10114105 ALL SHEETS Bo~_- t-------~ ~-----------------J 903'9' E1 A45 NORTH ELEVATION nn ~ c~~io. '~!i t;° - i 1_(111 SHEET a a A4,01 a a 1 I II rvorl=s James Calhoun ~rchi~ec~ Inc. GENERAL: ~ 313 Walhalla Road NSTAOLLATION OF AILLCPRODUCOS THE PRODUCT MANUFACTURERS FOR 0 Columbus, OH 43202 COORDINATE WITH OTHER TRADES AS NEEDED TO AVOID CONFLICTS. D {tlX (61) 261 093 R5 -GLASS SKYROOF 22' 0" OUTSIDE NOTIFY THE ARCHITECT OFANY DISCREPANCIES OR ISSUES THAT WOULD JCARCTEC@COWMBUS.RR.COM PREVENT PROPER INSTALLATION OF PRODUCTS; DO NOT PROCEED UNTIL SKYROOF FRAMING AND GLAZING BY MFG. A520 SKYROOF EDGE DETAIL SUCH ISSUES ARE RESOLVED. ~ 12 1z FOUNDATIONS AND FLOORS: ~ TWO LAYERS 3J4" PLYWD. „ _ , „ 3.5G~ X3.5 A5.0 Scale: 3/4 - 1-0 F1 EXCAVATE ONLY TO DEPTH REQUIRED 1=0R FOOTINGS. 2500 PSF BEARING LAGGED TO STEEL TUBES AT 24" OC. CAPACITY IS ASSUMED. PROVIDE LOAD TESTING IF NECESSARY FOR D GUTTER AND DS SYSTEM NOTE TO SKYROOF MFG: CODE AGENCY REVIEW AND APPROVALS, OR IF BEARING CAPACITY IS I TING SOLAR BRONZE GLAZING TO MATCH EX 5 PROVIDE SUPPLEMENTAL ALUMINUM QUESTIONABLE, OR IF SO DIRECTED BY THE ARCHITECT OR OWNER. ~ FRAME SUPPORTS ON COL. UNE5; TYPICAL IN SKYROOF DRILL AND TAP STEEL TUBES F2 CONCRETE FOOTING IN SIZES NOTED. USE CONCRETE TYPE AND ~ I REBARS AS NOTED IN FND. DETAILS. MATCH STYLE AND FINISH OF THE T23 TO RECEIVE MOUNTING I F3 PROVIDE #6 VERTICAL REBAR IN FOUNDATION WALLS WHERE NOTED. ~ BOLTS FROM SKYROOFFRAME ~ APPROVED SYSTEM FRAMING. Column T7 _ Top of I I SPACE AT MAX. INTERVALS OF 48" OC UNLESS NOTED OTHERWISE. 926'5" _ - I I EXTEND CONTINUOUS FROM FTG, OR LAP BARS MIN. OF 16", GROUT TS W6 CERAMIC TILE 1+IV/ EDGE TRIM Wl (2) 2X4 SECURED TO STEEL TUBE T9 SEE DETAIL ~ I BLOCK CORES FULL WHERE OCCURRING. 0 AND DENS GLASS FOR EIFS ® I r ~ F4 USE SOLID CMU OR TERMITE BLOCK Al' TOP COURSE; IN SOME CONDITIONS R1/R2 i i USE "J" BLOCK OR CUT SOLID TO FORM LEDGER. D TUBE I W T U WARD VANES ~ i TEEL SL IFF SERS ~ H P DOUBLES , 12 ~ OT D U , R3 MAI NTAIN AIR SPACE F5 ANCHOR SILL PLATE TO FOUNDATION WITH 3/4" GALVANIZED 0 WELDED ASSEMBLY 3.5~ TYP. ALL SIDES - COORDIINATE WITH HVAC CONT, Wfi ( ANCHOR BOLTS X 16" LONG WITH GALVANIZED NUT AND WASHER, TILE ROOF SYSTEM END CAP ~ ~ / HUAC DUCT ~3S i OVER INSULATION 48" OC. FILL BLOCK CORE FULL WITH CONC. GROUT• ALTERNATE 0 AND FLASHING TO PROVIDE _ I I ANCHORING SYSTEM MAYBE USED IF APPROVED BY CODE AGENCY. WATERTIGHT CONDITION ~ ~ I S2 ~ I- S2 S4 1I a I USE TREATED PLATES SET ON FOAM SILL SEALER INSULATION STRIP. D ~ I 3„ F10 4" CONCRETE SLAB ON MIN. OF 4" CRUSHED LIMESTONE BASE. Steel Beam Brg -Lower Ring 3,~ ~ - , _ • _ _ _ _ - _ . _ _ _ _ _ _ _ _ . S4 COORDINATE TOP OF SLAB ELEVATION WITH ELEVATION AND SECTION ~ 922'0" HVAC DIFFUSER N S5 T8 I DRAWINGS AND REQUIREMENTS OF THE VARIOUS EQUIPMENT ~ F- T8 S5 - Top of Masonry Wall - LIGHT TRAY SOFFIT WITH LAMPS BEHIND T9 T23 MANUFACTURERS. SLABS ON MAIN LEVEL ARE TO RECEIVE SPECIALTY Q - ~ T9 920'9" FASCIAS -SEE DETAILS T2 i,.z„ ' F4JF5 TOPPINGS. VERIFY REQUIREMENTS FO'R PROPER FINISH OF SLAB TO ~ 11] ~ ~ RECEIVE TOPPING MATERIALS. ~ U T22 F11 6 MIL POLYETHYLENE VAPOR BARRIER DIRECTLY BELOW SLABS - TYP. z T2 L C COORDINATE WITH BLINDS MFG. TO PROVIDE S12 I F12 THERMAL BREAK BETWEEN SLAB AND VVALL• VERIFY TYPE OF MATERIAL ~ Q W ~ ~ B ENCLOSURE CASE FOR i AND DETAIL WITH CODE OFFICIAL. ~ 1 ~ DECORATIVE FIBERGLASS t •v E w S7 COL SURROUND PER ~ ~ N MOTORIZED BLIND SYSTEM. F13 FLOORS ON STEEL JOIST SYSTEM ARE 1'0 BE 31/2 THICK CONC. FINISH GRADE VARIES; S1 APPROVED S EC - ° o a o I I OVER GALVANIZED FORM DECK. DECK SHALL BE WELDED TO STEEL JOISTS ~ ~ T5 P v ~ o MAX. HEIGHT AT 916 -0 TYPICAL AT 4 LOCATIONS v o I I AT MAX. 32" OC. AND WITHIN 8" OF EACH END, LAP DECK MIN. OF 3" 0 z ~ SEE DETAILS E B' L I ~ PREPARE CONC. FINISH WITH TOPPING PER APPROVED SPEC. ~ S$ ~ W v ~ S1 ~ a FORM DECK; WHEELING TENSILE FORM SFl -GALVANIZED / 26 GA. ~ I I 4" CONC. LANDING TOPPING STANDARD; NATURE STONE N 0 I I OR OTHER AFPROVED O HARD SURFACE OUTSIDE 0 X ~ _ co I I OF DOOR PASSAGES TO ROOFING: ~ T1 f EXTERIOR - TYP. R1 CLAY BARREL TILE ROOFING OVER WEATHERSHIELD UNDERLAYMENT. ~ ~ ~ O T3 ? F12 TYPICAL FOR ALL SLOPED ROOF SURFACES. SUBMIT PRODUCT SAMPLES _ I TO THE OWNER AND ARCHITECT FOR Rf:VIEW AND APPROVAL PRIOR TO ~ ~ z F10 F10 F10 ~ ORDERING. 0 ~ --a Finish Floor . ' •..5.. 913'3" ° ~ , , Top of Steel Beam - ~..'~.,,°9-._•-r= T„ " ° ° ° ° ° • . ° > ° , ' .e ; R2 PROVIDE ALL FLASHING PIECES, COPINGS, CAPS AND OTHER ELEMENTS ~ ~ ~ ~ ° ^ ' ' .e ' ' ; o ~ ° Fz- TYPICAL AND APPROVED BY THE TILE MFG, TO CREATE A PROPER AND Z Q 912 5 F11 F11 ° ° ° ° ° ° ° ~ ° ~ a WATER TIGHT ROOF INSTALLATION. ~ O ° Fli ° ~ T2 F4 W . • T2 0 USE 5/8" OSB FOR DECKING BELOW ALL TILE ROOF AREAS. PROVIDE ~ F1 F2 I F1 F2 T15 ~ I / ~ I f ~ T15 z R3 pLYCLIP SPACES AND USE GALVANIZED OR OTHER NON Q 9 _ ~ CORRODING FASTENERS. ~ ~ ~ I I 910 5 1/F2 I ~ :I,Qr Fi/F2 ° R4 FLAT ROOF AREAS SHALL USE A 45 MII_ (min) THERMOPLASTIC POLYOLEFIN ~ ~ MEMBRANE OVER 3/4" OS8 DECK. PROVIDE MECHANICAL FASTENERS AND IZ ~ ~ A52 NORTH SOUTH HOT WELDED SEAMS. D ~ /SOUTH SECTION THR ~ SKYROOF AR A PRODUCT STANDARD: GENFLEX WHITE TPO BY OMNOVA INC. ~ ~ \ / N TRACK j j A5.0 Scale: 3/8" = 1'-0" FOR POOL COVER / ~ 3~$" . I I R5 SKYROOF SHALL BE AS DESIGNED, PROVIDED AND INSTALLED BY SOLAR ~ „ „ I POOL EDGE I I I INNOVATIONS INC. OF MYERSTOWN, PA. SUBMIT ALL SPECIFICATION AND STRUCTURAL DATA FOR THE SKYROOF TO THE OWNER AND 0 STEEL C I5TS I I JO ~ I ARCHITECT FOR REVIEW AND APPROVAL. PRIOR TO ORDERING. I I - - - I ° - - - I I STRUCTURAL: ~ SLEEVE FOR • °,o , ° ° I o.• ° ° I RAILING I I S1 STEEL COLUMN AT THIS LOCATION; SEE FRAMING PLANS, SECTIONS 0 I I AND DETAILS. ~ ~ ~ S2 STEEL BEAM AT THIS LOCATION; SEE FRAMING PLANS, SECTIONS C. ON MTL. DEC CON KI I I AND DETAILS. ~ STEEL ANGLE - R2 I I I S3 STEEL EDGE ANGLE PER FRAMING PLANS AND NOTES. STEEL BEAM ~ 2X12 RIDGE PLATE I I S4 WOOD RAFTERS PER ROOF FRAMING PLAN. PERMIT 05.202001 CONTINUOUS REVISIONS PER DUBLIN PLAN A510 POOL EDGE QETAIL ~ I ~ / ~ 1z 1z S5 2X6 WOOD CEILING JOISTS AT 24" OC -INSTALL AS TIE BACK TO RAFTER REVIEW NOTICE OF NOV. 11, 2005 ~ ~ Rl R3 n _ 1_ n --1- A I R3 Ri 3,5~ ~~3.5 ~ 4-~0 \ A5.0 Sc le. 3/ I S6 PROVIDE BOND BLOCK AT THIS LOCATION WITH (2) #4 STEEL REBARS \ I ~ ~ ~ CONTINUOUS; LAP JOINTS 16"; GROUT FULL W/ CONC. GROUT. \ I I I R4 \ I R4 NOTCH 2X12 OVER S7 #6 STEEL REBARS AT 48" OC. IN CENTEIR OF BLOCK CORE FULL HEIGHT OF \ I I I ~ ~ \ WALL PLATE TO MAINTAIN WALL; LAP BARS MIN 16" WHEN NOT CONTINUOUS. GROUT BLOCK FULL AT ~ CLG. DEPTH WHERE OCCURRING ALL REBARS AND ANCHORS. \ j I• I \ Steel Beam Brg -Lower ~Ing - - S4 I T21 CAP FLASH OVER PARAPET S8 PROVIDE "DUR-O-WALL" TRUSS TYPE GALVANIZEp WIRE REINFORCEMENTS S4 I HORIZONTAL IN JOISTS OF BLOCK WALt.S, TYPICAL AT 24" OC (EVERY - ~ „ ~ - - VAULTED C LING AREA 922 0 - - ~ - \ TB - -I-- _ = _ ~ I - - 3RD JOINT). USE TYPE APPROPRIATE FOR BLOCK WIDTH. Top of Masonry Wall - \ S11 STEEL FLOOR JOISTS; PAINT ALL STEEL AFTER INSTALLATION ~`~~~111lllllllllllllbp~/~ T9 ® ~ 9209 I ( , „ \ S2 I ~-S12 BEYOND SOFFIT S2 I I T8 ~ T23 S12 LAMINATED WOOD BEAM PER FRAMING ?LAN, ~ F ~~q~~/~i T22 i -2 T8 ( ) I j \ j I ' 1 2 • ~i I F4/F5 ~ • ~ T9) T22 S13 1/2"0 EXPANSION BOLTS W/ WASHER A'T 24" OC. VERIFY CONNECTION. ~ ~ T9 SOFFITS FOR AREAS AS I I i ~ I I Wl \ SHOwN ON ROOF FRAMING PLAN I . ~ ; JAMES : 0 I i IW1 THERMAL AND MOISTURE PROTECTION: _ * ~ CALHOUN \ I I I I ~ ~ ws \ I i F3 \ , „ I v a -o RADE EL, NOT TO EXCEED - \ j ~ I I I T5 IW5 T1 FOR ALL BASEMENT AND CRAWL SPACE WALLS PROVIDE EXTERIOR = i I LIQUID RUBBER WATERPROOFING COATING TO EXTERIOR SIDE OF BLOCK ~ ~ 5694 ti ~ 15'-6 T5 ~ SS HANDRAIL CUSTOM I I OR CAST CONC. WALLS. ~ w~ I I PRODUCT STANDARD: ECO-FLEX WF BY AQUASEAL OF NIAGARA FALLS, NY. ~~~C1s~~'•...•••..••'••~~`~\~o`~ I LOPE SUR A \ AS SHOWN ii ~ G ~ F3 T2 FOR FOUNDATION WALLS WHERE INSIDE IS FILLED, COAT WALL TO i4i/ QED A~ RAIN AWAY FROM BLDG. S8 \ n I I I - \ I I ~ /////lllllllll IIIlV11111~~~~ I I ,g7 PROVIDE DAMP-PROOFING USING AN APPROVED HYDROCIDE MASTIC. AT CONTRACTOR'S OPTION THESE WALLS MAYBE TREATED WITH A II HAND \ j I I I I ~ \ II I WATERPROOFING AGENT AS NOTED IN T'1. I a ; RAIL \ I c I 2'-0"VERIFY T1 0. ~ v I I T3 INSTALL A 1" THICK RIGID CLOSED CELL INSULATION BOARD ON F13 I F13 I ,3 I ~ SLOPE SURFACE TO EXTERIOR OF BASEMENT AND CRAWL SPACE WALLS FROM FOOTER s3 ° ° i DRAIN AWAY FROM BLDG. TO 2" BELOW FINISH GRADE. PROVIDE .A FASTENING SYSTEM AND Flnlsh Floor FIRE RETARDANT ~ARRIE~ WHEN REQUIRED BY CODES. • ° • • :d ~ . : ~ • : ~ • • • ~ ~ • • . ~ • • . PRODUCT S7ANDARD:~ FORMULAR BY OWENS CORNING. ® i n ~ - - - -~_-~-~-.ter- - To of Steel Beam • ° ~ T4 INSTALL A 2" THICK RIGA) CLOSED CELL INSULATION BOARD ON ® ~ 912 5 I I I - ~ ~ INTERIOR SIDE OF FOUNDATION WALLS AT SLAB ON GRADE S6 \ ~ \ o ,o S11 i S6 - CONDITIONS. TAPER BOARD OR USE OTHER APPROVED DETAIL TO I I 511 TM pDOLST~NDiNGPL4TEWILL h~ S2 S~ S2 ~ l BE SUP RTED W/ \ ' o.oo \ - o>•e I I~~ ~~=111111 ACHIEVE THERMAL BREAK FROM EXTERIOR WALL. I 12"XB"X 6"CONCRETE I S3 ~ BLOCKS 5 RE U1RED, CONC. I Bot, Ftg :o~ j FILLALL~CELLSANDPROVIDE M1 • ,e,>. PRODUCT STANDARD: FORMULAR 250 BY OWENS CORNING. 7 „ 910 5 0„ ~ ~ 1" GROU . _ I °c'~ ~.--CLEAN GRAVEL BACKFILL T5 BLOCK CORES THAT ARE NOT GROUTED SHALL BE FILLED WITH TYPICAL CORE FILL 500 FOAM INSULATION AFTER WALL HAS CURED TO ~ ° ~ I / ~ PROVlDI~ BY GENERAL I I I s,°. I ~ CoNTw, oR. ~ '°°t PROVIDE A MINIMUM R=7.0 COMPOSITE WALL. ~ ~ I Ti ° i ° T6 ~ - L-- _ _ ~ I • ° T3 T6 PROVIDE 3 1/2" FIBERGLASS GATT INSULATION TYPICAL AT INTERIOR PRINT DATE: 11/14/05 I ~ T r ~r it ~ I , T1 PARTITION WALLS FOR SOUND CONTR01. ORIGIN DATE: 2/osro5 . ~ -T------------ T7 R19 FIBERGLASS BATT INSULATION TYPICAL FOR EXTERIOR i I II II N I I I s I ' ° F3 FRAMED WALLS AND BANDS WITH DEPTH GREATER THAN 4". REVISION: I ~ COLDJOlNT C LD J INT 0 0 e_v~__~.._,~ TINT I T8 R38 FIBERGLASS BATT INSULATION; USE HIGH DENSITY \ ~ ~ I AT THIS CO DITION AT THIS CONDITION I ' • ~ ~ ~ ° ~ ~ ~A CO DITION 'S2 FIBERGLASS OR OTHER APPROVED INSULATION SYSTEM WHEN ~ 10/14/05 ALL SHEETS ss _ ~ .S8 RAFTER DEPTH IS LESS THAN 10". F10 i F12 ' ' T9 NOTE THAT ALL EXTERIOR WALLS AND ALL CEILINGS SHALL D , ' , ' ~ i• ~ .0 . . D G~ ~ P • TOC Basement Slab T15 - e , RECEIVE A LAYER OF 4 MIL POLYETHYLENE VAPOR BARRIER BELOW 1 11 9049 I ( t . I ' T15 THE FINISH GWB OR OTHER FINISH MATERIAL. INSTALL BARRIER • CONTINUOUS AND MINIMIZE FASTENERS AND PENETRATIONS. n g' - -------I-- -.-E-. _ _ _ 903 9 ~ F11 I I I -'-•-I-•-~-•-•-~ T15 4" PERFORATED FLEX DRAIN TYPICALAT EXTERIOR OFALL F11 I I FOUNDATION WALLS. EXTEND TO DAYLIGHT OR OTHER APPROVED ( I STORM WATER REMOVAL SYSTEM. I F2 THICKENED SLAB WITH j F2 T20 PREFINISHED METAL DRIP EDGE -CAP OVER UNDERLAYMENT. DGQAO OC? I I~ SNEF7 n~unnr~n FOUNDATION PLAN T21 COPPER FLASHING. ~ A51 NORTH/ SOUTH i / SOUTH SECTION THRyl POOL AREA T22 CONTINUOUS EAVE VENTS PER APPROVED SPEC. I i l 1 1-011 T23 HEAVY GAUGE METAL GUTTERS AND DOWNSPOUTS; SELECT TYPE, { i A5A Scale; 3/8" = 11-0" l PROFILE, COLOR AND INSTALLATION ACCESSORIES TO MATCH A5,80 EXISTING S/DS SYSTEM AS CLOSELY AS POSSIBLE. NOTES ARE CONTINUED ON SHEET A5.1 I I 1 James Calhoun ~rchifec~ Inc. NOMINAL 1 1/2" X 41/2" ALUM OR A D WINDOW DATA SPgCIFICA710NS FRAMING, BEND TOP AND BOTTOM 0 313 Walhalla Road 3'-1" c / c ~ RAILS TO FORM CURVE PER PLAN; ~ Columbus, OH 43102 GLASS INSETS ARE STRAIGHT, fel.(614) 2616525 VERT. ALUM MULLIONS, TYP. ~ fax (614) 261.1093 JCARCTEC~COLU MB U S.R R.COM CUSTOM METAL CUSTOM METAL ~ MUNTINS SECURED \ MUNTINS SECURED 1 s 0 i 0 ON INTERIOR SIDE 3 1/4" 3" ON INTERIOR SIDE OF FRAME, USE \ OF FRAME. USE SYSTEM THAT ALLOWS ~ SYSTEM THAT ALLOWS CASINGS A D ~ ~ a TRIM PER MUNTINS TO BE REMOVED \ MUNTINS TO BE REMOVED o BY OWNER. 0 \ BY OWNER, ~ APPROVED h „ Q E AND o 0 o W \ STYL ~ PRIMARY ACTIVE ~ PRIMARY ACTIVE o ~ , ~ i ~ a FINISH ~ ~ DOOR VARIES PER ~ ~ DOOR VARIES PER o I ~ a LOCATION -SEE PLAN ~ ~ ~ LOCATION -SEE PLAN E ~ PROVIDE TOP / BOT i0 D / FLUSH BOLT FOR a a w ~ INACTIVE DOOR ~ / I a 1"INSULATING UNITS ~ , TEMPERED GLASS MIN, ~'"~.``~,""°'=?`-W":`s-u"~`" _~"~:~"`LL ~ 3/16" THICK a D10=2'4" 0 0 0 0 1" INSULATING GLASS UNITS ~ D11=2'8" ~ p p p WITH LOW "E" GLASS AND INERT ~ D12=3'0" o ~ ~ p D07 / D08 6'-11" o a GAS FILL. USE SOLAR BRONZE GLASS FOR INTERIOR SIDE. ~ p p ~ D01 / D02 FIELD MEASURE TO VERIFY ALL GLASS TEMPERED NEW DOORS SHALL BE 13/8" OR 13/4' THI K o 1-- 6 PANEL SOLID FIBERGLASS WITH (3) BRAS HINGES, p METAL MUNTIN INSERTS. Q VERIFY CASINGS, TRIM, HARDWARE AND VERIFY WITH OWNER WHETHER TO USE D03 / D04 / D05 5'-8" FORM AS INTERGRAL UNIT ~ ~ FOR EACH WINDOW; PROVIDE ~ t,) FINISHING SPECIFICATIONS WITH THE OWN'I:R SWING DOORS OR SLIDING DOORS AT THESE AND ARCHITECT PRIOR TO ORDERING. LOCATIONS SYSTEM TO SECURE TO FRAME ~ SUBMIT SAMPLES FOR REVIEW AND APPROV~IL. D06 7' 4" NOTE: NOTE: 0 Q ALL ALU 0 ~ ALL ALUMINUM FRAMING FOR EXTERIOR WINDOWS SHALL PROVIDE THRESHOLD AND WEATHER STRIPPING FOR PROVIDE THRESHOLD AND WEATHER STRIPPING FOR USE A T USE A THERMALLY BROKEN SYSTEM AND PROVIDE GLASS STOPS 0 (x ~ ALL DOORS OF THIS TYPE. SEE PLAN NOTES FOR OTHER ALL DOORS OF THIS TYPE. SEE PLAN NOTES FOR OTHER REMOVE REMOVABLE FROM BUILDING INTERIOR. ~SRAFETY GLASS REQUIRED ~ l7 ~ 0 DOOR SPECIFICATIONS DOOR SPECIFICATIONS. FINISH E R3cQ ~ ,?4b y RC6 Z ~ FINISH FOR ALUMINUM FRAMINE MEMEBERS IS TO BE APPROVED ~ ~ ~ Q VERIFY ALL HARDWARE SELECTIONS AND SPECIFICATIONS VERIFY ALL HARDWARE SELECTIONS AND SPECIFICATIONS BY THE BY THE ARCHITECT AND OWNER PRIOR TO ORDERING. WITH THE ARCHITECT AND OWNER PRIOR TO ORDERING. WITH THE ARCHITECT AND OWNER PRIOR TO ORDERING, ~ L~ `z a ~ 0 A61 EAST WINDOW BAY ELEVATION o A 4 RIOR DOORS A63 OPTIONAL SLIDING DOOR ELEVATIONS A62 SWING DOOR ELEVATIONS A61 6 TYP.INTE ~ z A6.0 Scale: 3 8" = 1'-0" A6.0 Scale: 3/8" = i'-0" A6.0 Scale; 3/8" = 1'-0" A6.0 A6.0 Scale: 3/8" = 1'-0" ~ Q a ~ ~ ~ z p OQ ~ t7 a o z QO zl-III C~ ~ 1'-6" ~ N TYFE P o00~ (V ILLUSTRATION ,~P24 ALUM WINDOW FRAME AT PERIMETER BEHIND STEPPED ~ 1 1/2" X 3"; VERIFY DETAIL AND FINISH LIGHT TRACKS BEHIND LIGHT TRACKS BEHIND WITH ARCHITECT. BUILT OUT FASCIA CIA TRAY CAP WITH BUILT OUT FASCIA WATER RESISTANT 1~ 0 GWB WITH APPROVED FINNISH STUCCO FINISH ~ 6~~ BRACE BEHIND FASCIA AT MID SPAN ii ALUM WINDOW FRAME AT'PERIMETER 0 1 1 1/2" X 3"; VERIFY DETI~IL AND FINISH SMOOTH TUSCAN I I { _i`_ _ - S o WITH ARCHITECT. STYLE TAPERED PERMIT 05.202001 i FIBERGLASS COL. REVISIONS PER DUBLIN PLAN W/ FINISH PER REVIEW NOTICE OF NOV. 11, 2005 . ~ APPROVED SPEC. 0 ao ~ / n \ r / v CLEAR 3/8 SILICONE ~f E JOINT - TYP OF 5 ~ r / w i~ ~f ~ ~ SEE COL. DETAIL \ 1° ~ / v THIS SHEET \ I ~ m ~ \ W ~ / w CLEAR TEMPERED GLASS \ ~ ~ 115/8" ~ iv 1 /2 THICK - TYPICAL of 6 ~ ~ /j CLEAR 1fEMPERED GLASS RAISED CONC. \\`I~Illllluulllo IFlllll~l//ii/~~ ~ / p p 1 /2" THIICK -TYPICAL BASE WITH Q ~~ii,~ w, \ ~ / ~ ~ NATURE STONE ~ 3/8" WIiDE CLEAR SILICONE FINISH ~ ti ~ ~ ~ \ CI t0 CI ~ ~ \ / SEALANIT JOINT, TYPICAL FOR ? ~ JAMES ~ 16'-91/8"frame to frame / INTERMIEDIATE JOINTS ~ * ; CALHOUN ; * _ 'i ~ \ \ i • 1' 6" FINISH i ~ 5694 , ti \ i w~ i D~ FULL GLASS DOOR IN 1 I f I I I I I I i I I 1111111/ SS TOP BOT FRAME ALUM WINDOW FRAME AT PERIMETER FULL GLASS DOOR IN p / AND PIVOT HINGES WITH 1 1/2" X 3"; VERIFY DETAIL AND FINISH SS TOP/ BOT FRAME 8'-5° FIELD VERIFY A66 FIBERGLASS COL. SURROUND ~ HANDLE SET THRU GLASS. WITH ARCHITECT. AND PIVOT HINGES WITH : NOTE THAT PIVOT BOX TO HANDLE SET THRU GLASS. A6.0 Scale: 1/2" = 1'-0" BE CAST INTO CONC. DECK A65 INTERIOR GLASS WALL -LOOKING EAST ~IIII ~ A6.0 Scale; 3/8" = 1'-0" i i ~I i i~ FENESTRATION SCHED LE FOR 1 ~HED LE FOR THE N W HOUSE ADDI ION OPTION FOR ALUM. FRAME ~ DOOR WITH FULL GLASS LITE ~ I AT THESE LOCATIONS - \ ROOM OR ROOM VERIFY WITH OWNER. \ AREA ROOM SF 8% RE 'D ACTUAL 4°!o RE 'D ACTUAL NOTES ' GLAZING SF GLAZING SF VENT SF VENT SF PRINT DATE: t t/ta/o5 ORIGIN DATE: 2/OS/05 v FITNESS ROOM 133 1330 106.4 625.4 53.2 84 1 2 3 \ POOL ROOM 94f 940 75,2 192 37,6 71.2 1 2 REVISION: \ BATH SAUNA 13( 130 10,4 O 5.2 0 1 1~10h4105 ALL SHEETS LAUNDRY 90 90 7.2 1.8 3.6 0 1 D BASEMENT 125 1250 100 0 50 0 1 TOTAL NET SF 374 D 3740 299.2 819.2 149.6 155.2 NOTES; f 1l IN A~~ITI(1N Tfl TNF FNT ANII 7NF FNT ANII f;l A71 ARFAR Rul11A1 1 rule coerG i oonvincn inuTi AI]TICIl~AI I .n. To.ln •Alll AAr' • • • • • • • • • - • ^ • v ~i ~ . ` . + . . . - 1 1 I lV Y I VLV YYI 1 I 11111 I If IL//'1L LIU l livu "Mu w~[ AS IS SHOWN ON THE LIGHTING J THE LIGHTING AND MECHANICAL PLANS, D SHEET 2 GLAZING AREA INCLU ES THE S NCLU ES THE SKYRO F OR SKYLIGHT,81 BASED ON THE FOOTPRINT AREA 3 VENT AREA ASSUMES USE OF SI UMES USE OF SLIDING DOORS AT LOC TIONS NOTED A OPTIONAL D a A600 a f i ~ CONSULT ARCf CONSULT ARCHITECT FOR DETAIL OF HOIST SUP{ _OF HOIST SUPPORT WALL AND NOTES AND GENERAL „ CONNECTIONS CONNECTIONS TO EXISTING STRUCTURES. REQUIREMENTS FOR THE ELEVATOR CONTRACT James Calhoun ~rchi~ec~ Inc. 5 -4 SECURE HOIST -SECURE HOISTWAY FRAMING TO THE NEW IRON WORK ENCLOSUR 2~_~" 2'_6" NEW AND EXIS NEW AND EXISTING STRUCTURES PEIR DETAILS C7 313 Walhalla Road AT EACH LEVEL AT EACH LEVEL PER APPROVED DETAILS 1) THE ELEVATOR MANUFACTURER AND INSTALLER(S) SHALL BE RESPONSIBLE TO 0 Columbus, 0{143202 SEE DOME pLAN DETAIL NEW IRON W01 - ~ PER DETAILS NEW IRON WORK ENCLOSURE SUPPLY ALL DETAILED INFORMATION, DP,AWINGS, STRUCTURAL DESIGN AND OTHER fel.(614) 2bl•6515 PER DETAILS ITEMS REQUIRED TO OBTAIN PERMITS AIVD TO ACCOMPLISH A COMPLETE AND ° fax (b14) 261.1093 PROPERLY OPERATING ELEVATOR SYSTEM AND HOISTWAY, JCARCTEC®COLU MB US.RR.COM I ~ 2) ALL EXISTING CONDITIONS AND ALL DIMENSIONS SHALL BE EXAMINED IN THE Cl h FIELD AND VERIFIED BY THE ELEVATOR MANUFACTURER, ALL SUBCONTRACTORS, 3/4" DIAMETER ~ IRON RODS, ? m EXISTING WOOD SEE DOME ELEVATIONS RAILING TO REMAIN ALL INSTALLERS AND ALL MATERIAL SUPPLIERS, ~ AIN ~ ~ M _ r. _ J ~ NOTIFY THE ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. ~ r 36" X 80" DOOR PER 4'-10" clear APPROVED DETAIL ~ I I ~ GLASS- ? (DESTINY - I 3) SUBMIT ALL PRODUCT LITERATURE AND SAMPLES OF ITEMS TO BE USED IN THIS ~ I 3 DIAMETER r O d' 40AXD 4RD SIZE c I I 0 ORDE I OG A O ITEMSC MOCK UPS OF~ RON WORK AN OTHER ITE SVSHALLI BE ° I IRON SPHERE d, ~ I CENTERED ON APEX , ~ ~ I SUPPLIED AS REQUESTED BY THE OWNEF; OR THE ARCHITEC"f, ~ I N I iv ~ M I ELEVATOR CONTROL , I ' I 2" SQUARE METAL BOX 4) DESIGN AS SHOWN ASSUMES USE OFA NATIONAL WHEEL-O-VATOR "DESTINY" ~ I TUBING, TYP. ? PER MFG. SPEC. MODEL WITH A CUSTOM GLASS ENCLOSED CAB AND USING A BRASS ENTERPRISE 0 GATE AT EACH LANDING. NOTE THAT THERE ARE FOUR LANDINGS WITH THREE I ~ GLASS ACCESS LEVELS ON THE EAST SIDE AND ONE ACCESS LEVEL ON THE WEST SIDE. D I 2" DIAMETER IRON SPHERE M NEW IRON WORK ENi DETAILS OF THE CAB AND ALL ITEMS OF'THE INSTALLATION SHALL BE REVIEWED IRON WORK ENCLOSURE ND APPROVED BY THE OWNER PRIOR TO INSTALLATION. D ' ' I TO BE CENTERED ON ~ PER DETAILS ~ ~ )ETAILS ~ ~ I INTERSECTION OF r , ~ I METAL BARS I ' 5) THE ELEVATOR SYSTEM MFG, AND INSTALLER SHALL SUPPLY ALL PERTINENT ~ ' I DATA TO THE ARCHITECT AND THE GENE{tAL CONTRACTOR RELATING TO THE CONSTRUCTION OF THE HOISTWAY, THE REQUIRED STRUCTURAL LOADINGS, THE ' ~ I CAB EXIT ON C14 DOME PLAN DETAIL REQUIREMENTS FOR ELECTRICAL SYSTENI HOOK UPS, ETC. TO INSURE A SAFE, ' I UPPER FLOOR TIMELY, AND PROPER INSTALLATION. ' C1.0 Scale: iJ2" = 1'-0" ' I EL12 UPPER LEVEL PLAN ' I 6) THE ELEVATOR SYSTEM MFG. AND INSTALLERS} SHALL COORDINATE WITH ° I HE GC AND THE OWNER REGARDING ACCESS TO THE PREMISES AND GENERAL REQUIREMENTS FOR CONSTRUCTION, ThIE ELEVATOR INSTALLERS SHALL BE I EL1,0 Scale: 3/8 = 1-0 RESPONSIBLE TO PROTECT THE PREMISESi AND TAKE ALL NECESSARY CARE TO ° ' I VOID ADVERSE CONDITIONS OR DAMAGES RESULTING FROM WORK UNDER ' ' I EXISTING N EXISTING WOOD HIS CONTRACT, RAILING TO I ,RAILING TO REMAIN 0 rlor uppe o SECURE HO' SECURE HOISTWAY FRAMING TO THE NEW AND E; I AT EACH LE NEW AND EXISTING STRUCTURES ~ AT EACH LEVEL PER APPROVED DETAILS NEW IRON WORK ENCLOSURE ~ CONSULT ARCHITECT FOR DETAIL PER DETAILS ( OF HOIST SUPPORT WALL AND I CONNECTIONS TO EXISTING I STRUCTURES. NEW IRON 1 I PER DETAIL' NEW IRON WORK ENCLOSURE ° PER DETAILS I I 0 ti ' I ' I ~ I ' I I I ° I I I I r( 36" X 80" DOOR WITH ' I -4 - INTERLOCK PER ELEVATOR I M I ( 14 -id" clear I ( MFG. SPEC. ' I o ' I ~ I ~ ~ ' ji I I I I I ~ ~ CAB EXIT ON X 3 ' ~ I MAIN FLOOR ~ 6 X 80 DOOR WITH rH I I I I I I O INTERLOCK PER ELEVATOR i ~ ~ I a MFG. SPEC. EVATOR I r~ l I I I iv I I I ELEVATOR CONTROL BOX i ' ' I ELEVATOR CONTROL BOX L BOX l - ~ PER MFG. SPEC. - - ~ ~ ' i PER MFG. SPEC. ' ~ I I I - 0 , ~ I I NEW IRON WORK ENCLOSURE - CAB EXIT ON ' ' I PER DETAILS NCLOSURE key plan -main level ° ~ ~ ATRIUM LEVEL ~ ' I PROPOSED HOISTWA'Y LOCATION ~ ' I - EXISTING PLANTING I; o ° ~ ' i AREAS TO REMAIN. EXISTING STEPS ~ I ' ~ main floor REMOVED ~ I PERMIT 05.202001 REVISIONS PER DUBLIN PLAN REVIEW NOTICE 4F NOV. 11, 2005 CUT TILE AT GROUT LINE REMpVE r - i ~ ~ ~ ~L10 ATRIUM & MAIN LEVEL PLAN AND PRESERVE TILE AS POSSIBLE FOR REUSE - CONSULT ARCHITECT „ _ , „ WHEN EXISTING STRUCTURE EL1,O Scale: 3J8 - 1-0 f - ~ IS REN'IOVED TO DETERMINE REQUIIREMENTS FOR NEW I I - ~ - ~ ' I HEADERS. SHORE UP EXISTING '~I~- _ ' ; FLOOR SYSTEM AS NEEDED UNTIL Ivel atrium e , ~ ~ NEW HIEADRES ARE IN PIACE AND ~ SECURED. 'I , r'~ ~ I (2} #6 REBAR AT TOP , ``\~~~~~~~~~WU~Ui~lrlurrrrgi//// OF NEW CONC. DOWEL , ; PROVIDE NEW 1/2" GWB FINISHES ~ ~ ~ INTO SIDE WALLS ' ' D, ~ i ~ ° ' ~ PORTI(ONS OF NEW CONCRETE WALL , ~ T RA • ~j i E ` CAST TIGHT TO ~ , ' EXISTIfNG MASONRY ~ JAMES ~ p EXCAVATED GROUND ' ' ' WALLSi REMOVED X C a ' -SEE FLANS ~ PROPOSED L CATION FOR ::.1 5694 MIN.8 THICKNESS ~ ~ p~ 0 . ' ' CAB EXIT ON a ELEVATOR E UIPMENT - Q ::::,:::.:.,,:::~~.:a:; ~ BASEMENT LEVEL o. VERIFY AND MEET ALL SPACE, • Q ' ELECTRICAL AND MECHANICAL HATCH DENOTES ~ ~ ' REMOWE RAISED FLOOR ANq INTERFACE REQUIREMENTS FOR e i........_...._...._..J i...... ._...i /t9T ~~~~~i~N~~~~ GROUND AREA TO BE ~ REROUIT SANITARY LINE AS PROPER INSTALLATION, //l / i i~ ~ ~ D I I ~ u Ag C EXCAVATED ° , • ~ NEEDE!D ~ ~ #6 STEEL REBAR AT ' 16" OC EACH WAY ~ ERIFY PIT DEPTH ~ ' ITN MFG. - 8" N I SSUMED ' I ^ i _ r.. .a basement 8" MIN a ~ ' ° HALL 1LL °a D ~ io CONSULT ARCHITECT FOR DET ~ ~-r•-- , ~ y. NEW i 6" X 80" DOOR PER DETAIL 1ITECT FOR DETAIL 4'-14" clear 3'-10" VEERIFY OF HOIST SUPPORT WALL AND 'ORT WALL AND VERIFY W/ EL, MFG. c D CONNECTIONS TO EXISTING TO EXISTING EXISTING SAN STACK TO BE iv I STRUCTURES. ' °a ei RELOCATED D REMOVE EXISTING DOOR AND PORTION OF EXISTING MASONRY NEW CAST CONC. VC, WALL TO ENLARGE OPENING. PRINT DATE: 11/14/05 ~ 1-0 8 DOWEL NEW SLAB TO EXISTING FND. ~ WALL, MIN 8" THICK THICK I I PROVIDE NEW HEADER ORIGIN DATA: 2!05/05 WITH #6 REBARS AT 16" OC E WITH REBAR PER SECTION 'ER SECTION ,1,. ~ WILL BE ECTR{CAL WORK ELEVATOR CAB,) I ~ ALL EL ~ ~ HATCH E CORDANCE 3 D NOTES AREA TO BE .S AREA TO BE NOM. 40" X 54"I I REVlS10N: 'I INSTAI.hED IN AC EXCAVATED IN ADDITION TO C13 SE ION AT ELEVATOR SHAFT ;SJO,ALCOE~E, ~ ~ ADDITION TO AREAS I I QI I 'CONC. WALLS. I I i I o 1 11!14105 E NATIONAL ELECT FOR NEW CAST CONC. WALLS. TH ~ „ _ , „ w NOTE THAT A PORTION OF THE PORTION OF THE I I I C1.0 SCaI : 1J2 - 1 > EXISTING SLAB MUST 8E REM( S MUST 8E REMOVED I I I I RELOCATE EXISTING IRON ° TO PROVIDE FOR ELEVATOR PI )R ELEVATOR PIT. I I I I DOOR PER OWNER'S DIRECTION r~ - EXISTING MASONRY WALL REMOVED AS NEEDED; ~NRY WALL REWORK EXISTING FLOORS IEEDED; AS NEEDED TO PROVIDE LEVEL YKVVIDE NEW HEADER. -EL10 BASEMENT LEVEL PLAN HERDER, TRANSITION FROM MAIN BASEMENT FLOOR TO ELEVATOR STOP LEVEL, SHEET ELEVATOR CONTROL BOX PER MFG, SPEC, D a EL1.0 Scale: 3/8" = 1'-0" N a Cleo a James Calhoun ~rchi~ec~ Inc, ~ 313 Walhalla Road ~ Columbus, ON 43202 fel.f 614) 261-b§2~ IRON SPHERE - 1'-4 7/$" 5'-4" 1'-1 5/8" ~ fax (614) 2b1.1093 3" DIAMETER JCARCTEC@COLUMb U3.RR.COM HEIGHT CLEARANCE - o ~ FORIRON DOME FRAME TO BE FIELD VERIFIED m ~ ~ ° ° ° o ° ° ° ~ M ° ° ° IRON SPHERE ° ° ° o r a r ° 2" DIAMETER 00 L1) I t" NO GLASS OR BARS IN THIS SPACE -PAINTED GWB FINISH ON HOISTWAY WALL IRON FRAME l`- RON SCROLLWORK AND GLASS ER TYPICAL DETAILS ENCLOSURE PER LASS NOT RE UIRED APPROVED DETAILS Q HIS ELEVATION ~ i~ 6 3 8" 6 3 8" 1 -3 5/8 4•' EQ EQ M M a IRON VERTICAL o BARS 3/4" DIAME7 SPACED AS SHOWN NIOTE; VERIFY CLEARANCES ~ REQUIRED FOR FINISH FLOORING; ~ ADJUST DOOR INSTALLATION ~ ~ XISTING WOOD EXISTING WOOD ~ - AT EACH DOOR OPENING AS NEEDED, r .i EMAIN ILING TO REMAIN RAILING TO R ~ ~ 0 2" SQUARE METAL ~ , TUBING, TYP, ~ ~ C7 AND FLOOR a ~ ~ 1 co ~ ~ G~ a NOTE: EACH ORNAMENTAL 00 N IRON WORK PANEL SHALL ~ ~ 1 RON SCROLLWORK BE PIN HINGED TO THE ER TYPICAL DETAILS m \ ~ 0 LASS NOT REQUIRED TUBULAR FRAME TO ALLOW IS ELEVATION THE PANEL TO SWING OUT ~ H AWAY FROM THE GLASS FOR N ~ ~ EASE OF CLEANING. L~ NO GLASS OR BARS ~N THIS SPACE -PAINTED 0 GWB FINISH ON HOISTWAY ~ ~NALL 4„ ~ N 1 -3 3/ ~ ~ m o G~ - o ~ ~ ~ a a i a EXISTING WOOD ~t' XISTING WOOD RAILING TO REMAIN ~ ILING TO REMAIN r- PERMIT 05,202001 00 ELEVATOR CONTROL BOX p REVISIONS PER DUBLIN PLAN ~ PER MFG, SPEC, d' pp ST FLOOR REVIEW NOTICE OF NOV, il, 2005 I ~ ~ O - - - ~ O 3'-0" ~r I ~ - - - r-- I ~ Dd00R INTERLOCK 2'-O 3/4" 51 /`2" MiECHANISM ~ EXISTING PLANTING ~ ~~~~~~~ppNpplllllfliplllll/r/~~~~~ AREA TO REMAIN. ATRIUM LEVEL ~,o~ OF p IRtON HORIZONTAL t!) ~ •••r••••B••••h•••~ BARS 11/4" WIDTH ~ ~C, ~ , ~ ~ JAMES : p ' IR20N FRAMED ELLEVATOR DOOR _ * ; CALHOUN WlITH TEMPERED d- ~ ! SCOLAR BRONZE ao ~ 5694 GLLASS, C • • w OTfHERS SIMILAR ~ ~ '//i~~~~sr~~ED •'A~C~~~\\\ 0o r~/i/rutlllt~uulplpll~~~~~ BRAASS PULL- TYPICAL ~ I 1 -4 IRON VERTICAL ~t' BARS 3/4" WIDTH, r-, SPACED 6 3/8" O.C, ~ ' " 3'-81 /8" 1'-10" 3'-4" 1 -7 7/8 M (3)) BRASS BALL BRG. HIPNGES, TYICAL EACH DOOR ~ n r n 5 -4 5 -4 BA',SEMENT PRINT DATE: 11/i4/05 ORIGW DATE: 2/05/05 WEST SIDE A1:~. ELECTRICAL WORK'WILL 6E C24 SHAFT ENCLOSURE EAST SIDE REVISION: ~ -SOUTH SIDE C23 SHAFT ENCLOSURE -WEST SIC _ C22 SHAFT ENCLQSUR C21 SHAFT ENCLOSURE NORTH SIDE I~YSTALLED IN ACCORDbNCE WITH C2,0 Scale: 1/2" = 1'-0" ~ 11114145 1 2" = 1'-0° C2,0 Scale, i/2" = 1'-0" „ _ „ C2.0 Scale, / C2.0 Scale, 1/2 1 0 THE L~l'ATIONAL ELECTRICCAL CODE, NOTE; ALL DIMENSIONS ARE NOMINAL AND SHALL BE D FIELD VERIFIED BY MATERIAL SUPPLIERS AND FABRICATORS. SHEET o 0 C2,90 a a MISC. ELEVATOR NOTES / SFECIfFICAT1pNS: James Calhoun l~rchifecf Inc. ELEVATOR HOIST MECHANISM IBASED ON ~ 313WaIhallaRoad 1/2 1/4" SOLAR BRONZE Cj Columbus, OH 43101 A ROPED HYDRAULIC SYSTEMI.; ' ~ ~ ~ ~ -fel.(614)1b1.6515 GLASS SET INTO METAL FRAME ON 1/4" SOLAR BRONZE ~ 0 fax (614)1b1.1093 - RUBBER CUSHION GLASS SET INTO MATCH EXISTIP 4 ~ MATCH EXISTING C~. , ~cnecrecc~co~uMaus,ee.coM STRIPS. USE TEMPERED METAL FRAME ON SCROLL WORK TYPICAL STEEL TUBING: RU ~ 7~~ ' RUB ER USHION SCROLL WORK GLASS WHERE REQ D BY S C DETAIL #2 DETAIL #2 2 1/2" X 21/2" X 3/16" ~ , _ l ~ CODES.SAFETY GLASS STRIPS. USE TEMPERED MAY BE USED AT OTHER GLASS WHERE REQ'D BY 1/2" WELDED FRAMES; FINISH 1:2 cable~'ropcd hydraulic unit u~iiizing. (~)~~318" - 7 x l~ steel core TO BE VERIFIED W/ aircrai~ wire ro a Inte Iafed intq a."rartig header sheave mounted to~ ~ LOCATIONS. CODES.SAFETY GLASS OWNER AND ARCHITECT ~ ~ ~ MAY BE USED AT OTHER ORNAMENTAL METAL SCROLL a 10nult or ~Omnt diameter hyd~aill~c~Ii~'der LOCATIONS. WORK WELDED INTO IRON FRAME 1/2 • 7~0 lbs capacity standard (95~ lhs~eapacit}~ optional) C7 3/4"0 TUBE STEEL VER WELDED IN PLACE 1/4" SOLAR BRONZE IN PLACE VERTICAL, • 2 speed valve , • ° I'+' ~ • Remote machine roam up to ~0' ' rho ~ t STEEL TUBE: 3/4"0 TUBE STEEL VERTICAL, GLASS SET INTO )LAR BRONZE SET INTO • Submerged motor for quiet operation 1 1 4 X 1 1 4" ~ WELDED IN PLACE ~ METAL FRAME ON / / FRAME ON MATCH EXISTING • ~'loc~r specific battery descent RUBBER CUSHION t CUSHION SCROLL WORK 3$ f m travel s eed STRIPS. USE TEMPERE[ GLASS WHERE REQ'D 8 .USE TEMPERED DETAIL #1 p p 0 WHERE REQ'D 8Y ~ CODES.SAFETY GLASS SAFETYGLASS I 4 RUBBER 1 4"!~ STEEL HINGE PIN ON RUBBER .,v, f / PADS MAYBE USfD AT OTHE PADS ~ NYLON SPACER -TYPICAL USED AT OTHER 3/4"D STEEL TUBES 0 LOCATIONS. FOR EACH SCROLL WORK ONS, PANEL. OTE, ~ ~ LAZING FRAME AT DRILL TUBE STEEL TO C33/ C3.0 OP AND BOTTOM OF STEEL RECEIVE PIVOT PINS. TUBE LASS ONLY 21/2 X 21/2 X 3/16 'UBE - 21/2 X 3/16 ~ _ i STEEL TUBE STEEL TUBE TEMPERED TEMPERED 21/2 X 21/2 X 3/16 21/2 X 21/2 X 3/16 GLASS MOUNTE GLASS MOUNTED ~ I`~~ ` BEHIND IRON BEHIND IRON WORK, TYPICAL WORK, TYPICAL f,~ ALL OPENINGS 3/8" 1/2" ~ UNLESS NOTED ALL OPENINGS UNLESS NOTED ~ ~ OTHERWISE, OTHERWISE, , . i I„ HINGE PIN M STEEL TUBE: UBE: ! 1 1/4 X 1 1/4" 1 1/4" I • STEEL TUBE: ~ , 1 1/4 X 1 1/4" GLASS PER SPEC. + , aER SPEC, I ORNAMENTAL METALS( I I~ r. :NTAL METAL SCROLL I ( I~ ~ WORK WELDED INTO IP 4'ELDED INTO IRON o o ~ . ~ GLASS PER SPEC. GLASS PER SPEC. FRAME N a U U ~ 0 C30 TYP SHAFT ENCLOSURE PANEL r~ r D ~ C3.0 Scale; 1.. = 1~.0~~~ ~ 0 ~ ~ SHOWN FOR GENERP~L REFERENCE TO DETAILS - ALL ELECTRICAL WORK WILL BE ~ INDIVIDUAL CONDITIONS MAY VARY. INSTALLED !N ACCORDANCE WITH ~ ' ~ r, ' ~ ~ry ~ DETAIL C31 -ACTUAL SIZE DETAIL C32 -ACTUAL SIZE DETAIL C33 -ACTUAL SIZE ~'HE t~lATlOI~AL ELE ~ ~ CTRICAL CODE, ~ ~ / ~ ~ _ ~ •MW h t t:. C r ~ i ~is~'". ia~ s~T'rcm ~A ; C`1 ~ '41 $ . ~ r !'.4 if1 STEEL TUBE: 3/4" X 3/4" i/4" SOLAR BRONZE SPACED PER GLASS SET INTO ~ t• ~I ~ ~ ~ ~ ~ ~ ~ PERMIT 05,202001 ELEVATIONS METAL FRAME ON t X ~ ~ ~ ~ ~ ~ ° ; ~ REVISIONS PER DUBLIN PLAN . °a ~ 41 ~ ~ ~ ~ - ' REVIEW NOTICE OF NOV, 11, 2005 RUBBER CUSHIONED n: - ~ ~ ' ~ f~`'';~s Y r ~ ~ ~ - [ h f MTG. STRIP. USE TEMPERED ~ STEEL TUBE ~ ~ ~ ~ w: GLASS IN DOORS. a°,, ~ ~ d'', s. y~, y , L + ~ 1 ~ CROSSING 'a"' ~ Yril ~ '~Y ME BER FRAME M S LA S FRAME ALL ~ , ~ ' G S ~ ~ ~ t~l ~ Y , ~ 1I ~ ~ ~x ~ ~ I A' FOUR SIDES FOR DOORS ` ,n_ 1 y. ,,~,n: ;t , Ih F ~ 3rv ~q~ ,f ~ f ~y .~y 1/8 STEEL ~ , ~ ~ ~ , ~ PLATE WELDED { ~ ,.~„~~f4 ~ ~ c ~ 4 F ,vE ~ ~J~ TO FRAME PER ~r-" ~ ~ ~ ~ ~ t ~ c- ~ ~ ~ rJ' ' ELEVATO MFG. STEEL TUBE DOOR FRAME ~ ~ ~ ~ TYPICAL R M „ SCROLL DETAIL ~ ~ ~ ~ ~ ; ~ S ~ ~ ~ 111UIIIIIIIIIIIIIIIIyp ROLL DETAIL 1 , Gay. 1 k ~ ~ ~ 0 ~////i REQUIREMENT 1 1/4 X 1 1/4 ,I ~ ~;r, FOR LATCH ~ ~ r ~ ' I ~ I k ~7 r.~-,.~ ~ Tr~~, r is '~-~y~~ ~ ~VAAAAA ~•~•M6••~•~~ i ~I \ • • ` DEVICE VERIFY CLEARANCE ~ i u- I i~ a i~~ ~ l eR C f • i REQUIRED FOR zx'~ " t ~ ~ ~ t~ ~ ; ~ a ~ I ~ E W , r ~ ~ ~ v~ : JAMES 0 ~ ~ ~ ~ r,. Y. 1. LATCH DEVICE . ~,~v ~ ~ ~~r J . ~ ~,r I 3 ; ' ~ ~ ~ ~ CALHOUN ' W a ,rum a~R'~ 41..i~~ ~ 'ff~w ,,ri ~ • t ~ a,~.,-, s 4 d ~ i ~ " ` 5694 I • G\ ~ ~ i f 'S' \ r , i~ r ; ~a , ; Z ~ r z` w,, ~,y~~;. t' i n Gr'~'~'~+ 1~ N'1~ . ?g STEEL TUBE ; ~ " ~ ~ ~ . ~~,z r 5 ~ ~ P, 21 ZX212 X3 16 ~~"'s'~~~rkF:e- , ~ ~ dti~ ~ ~ l 1 I , i ~yF' jCs"X h, ~ TYPICAL SCROLL DETAIL ;ROLL DETAIL 2 + , . ' ~ .t 1/4 STEEL SPACERS F . - ~ 4' I ~ , ~ WELDED BETWEEN ~ Q'` ` ~ " Y 1'~~~~jl ~ma .3.~ aJ ~ ~ CORNER COLUMNS 2" HIGH ~ ~ ~ ; w ~ ~ T~ ~ ~r , , AND SPACED ~4$ OC. ~,ti; ~ t:; ' s !P~F' ~ ~,.r'.r~'~~~ ~ I I~ ' ky r' ,F fir---` r SIMILAR TO DETAIL C33 t v Ti k i ~ f; ~ r~ 5r t1 u~` ~I ~ rf r V 'f ~ PRINT DATE: 1 i/1 X3/05 I NOTE: NEW SCROLL WORK PANELS ARE I TO MATCH EXISTING SCROLL WORK . WORK ~'4 ~ ORIGIN DATE: 2/05/05 I I I AS MUCH AS FEASIBLE. SUBMIT SHOP DRAWINGS OF TH NEW R I E ION WORK STEEL TUBE 1 DETAILS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING ~ ~ ~ WORK 21/2 X 21/2 - I ANY MATERIALS. :IRDERING w ~ ~ 1 ' ~ ~ a~ ` ~ REVISION: .9'. I(~, f 1r.'p~ ~ `mot, ~i4~ ` r t X 3/16 I ~ I I I ~ s ~ ~ fl ~ ~ ' K ~I I C' ~'s ~ r; b ~ ~ 11114105 . r ;t f; I I ~ r „ o~ r .I > I i I ;d ~ ~ t :I I „ ~ } ~ [ r t, ` v 1 ~ t { a 3 ~i ~ DETAIL C34 - NP. CORNER WITH DQOR DETAIL DETAIL -BASED ON EXISTING IRON SCREENS ACTUAL SIZE r. 9' ail ~C .y F;F In SHEET ELEVATOR CONCEPT C ° SHOWN FOR GENERAL CONCEPT ONLY - VERIFY ALL DETAILS ° D ° C3,00 a r ~ _ 1 I_ 0 •~ox®oo I 1 I 1 0 ~ I 1 1 U _ v_ v ~ ~ v I 1 1 { 1 v 1 ors gl~ 1 1 I i 1 I I ~ - _ ~ - - - - y.. _ ~ ~ 917 ~~8 1 ~ I 1 ~ 4 _ _ gi _ ~ ~ i I i 1 1 ! ~ ~,.w.. . . ~ r , _ ~ ~--f-----~-- ~___..."~.--~-..`...".~~zr If f ~ 'i ~ I ~ ~ ~ JUL 2 5 X006 I j 1 , , ~ 4 1 I I 1 I y l \ i~ 1\ ~ ~ -"ss~ , zs ~ --•s ~ ~ ~ ~ , ' ~ 1 ~ i 9z' BUILDING DIVISION I { I 1 1 t 4 1 1 1 1 1 ! J ~ ~ y + 1 v 1 1 } 1 1 1 1 Av tSti 1 ~ ' 9 --,W,~..M....._._. \ \ ` i g25 t`\s I ~ ! i~ i ; ~ I CITY OF DUBLIN i rJ j 1.~ ii i 1k ! 1 1 It 1 / 91g .l "`x..''4,-""'~----_ ,C"^-----__--__ ~t~ ~ I , 1 f i f III I \„'\15 l1 ! , III I I ! ! + II a-. l 1 I i i ~ 1 V A p°1pa" i 9rq ww'P '*a+R~ \ ~ ~,l JI ~ Sl 1 `i 'a?il r~tl"~'~'~ar - s w ---.._.,.~sa` ~ ..r Itr I / i 1 li i 1i \ ~ *~pr,~~ wwwww `-~-~.,..a~ V " . ~ \ I i I i \ i !J I 1 t v ` 1 v ~ `ti ra v\\ \ti\ \ ~ l l ~ I{ I I I I 1 i \ , I I I ii~ , ~ \ ~ II II+, EXISTING PAD MOUNTED ~ I / ~ I ~ e I i ~ ~ ~ TRANSFORMER TO B~ I ~ ~ ' III j~ r r ~ 1 I~ \ e REMOVED BY UTILITI~ CO. i ~ s i I 11 1', i i I i ~ i ~ ! I / / ! + ~ \ \ \ ~ ~ 1 I g19 ~ 'j Ilij!!il I I li! I ° ~J ~k ^'r f 1 I y \ \ tgr ` rr~a~` ~,"rrwl j ..y c\ i / r~ ? 1 \i \ w\ wwwww j \ J r ' r y \ i \ 11 ' ` + i f I I I Ikl l,,r 1 -__QISCONNECT SECONDARY ' , I i ~ ' ' ~I - CONDUCTORS~~AND_~EMOVE V ~ ; ~ i I i ~ ~I' BA~~_T+~ EXISTING SERVICE / 1 NEW AD MOUNTErj~ ' r I i' I, I 1 i ~~9z2 r \ , ` j f,.f-'" ~ `ter . I t y t , P? r.~i ~ ~\1 ~i _ _ 4 : ' ENTRANCE PANEL: / TRA FORMER. `I x i i~ i ~ i I V ~ i ~ ~ ~ + I it I i i J ~ 1 , ~ \ i f .r* ~ Jib ~ ~ .r{° I , NEW SERVICE ENTRANCE RATED ~t ~ • r 1_ , , '`x? M j PANEL "SEP" & METER. SEE r"'~ ` ~ 1 ~_-._____________..-'r ~ ~ o ..SCHEDULE AND SINGLE LINE i, ~ ~~~w•~~»~•.,..,,,,,~, ~ww•w , ,r ~ ~ r ~ , I j `o` DIAGRAM ON THl~-SHE€T:~- ,f `~~.`y ~ , \ ` ~p EWOR, XXISTI G I !r II``--~..x' k x ~ I 1' j , y - PROVIDE CONCRETE EMBEDDED I f f , TREATED TIMBER SUPPORTS FOR _w iR~; _ ~ _ ~ ; ~ f i~ --J,°j ~ f ONN UIT TO` E TEt~{D i / ~ II i ~2 ~ ; l+ ~ i grs I i 1 PANEL & METER ENCLOSURE. r,._ _ ---r ~ J i~'~` ` r ~ ~ -F-' . \ TO EW DIST U11Y~N 1. NEW ~1NDERGROUND x ~ls ` ' ~ i ' + , ,r~ PANEL DPl . ~ l 111 SER CE. .,r ~ I'~ { ' i EXISTIN>; UTILITY POLE. warrxmxwww \ , I ` ` .,~y ``y, ~ \ ~ 1k ! I I; 1 I ~ , I I t j ( + t° N E WEA ERHEAD t \ - . ~ I ~ y \ J i I ~ ~ / i ~ r AU~OMA TRANSFER ~ I ~ ~ I srs I j { 1 PER,'UTILITY CO. REQUIREMENTS. { r t ` , 1 ~ \ A ~ 1,' ~ 1 1 I ~r _I,.. 1 II SWATCH. sl ~ , r I ~ I ~ I I j t ( t ? i~ 1 i \ ar~~ ~ ~ \ 1 ~np ` ._,w\ f I\ ~P~rr { it { !1 \ \ ~ f t ~ ' ~ ~ ~ ` i 11 L,P ~ I~ ~ 25 GAS ' ~ I ~ s 1 I ! r 1 1 \ \ \ t 1 ~ ~y I~. ~ DYnt 1 , I ~ ~ 1 i + I 1) ~ i ~ ~ , sr , rl,.~ 1t I t~, ~ / ~ I ! i \ \ ~ \ \ ~t ~ . { { r 1 r i i 11 it } ~ ~ \ ~ - ! ` r' EXISTING ~ ~ ~ ~ ~ ors i ' ' UNDERGROUND / ~ ~x~ x \ ``~9t~_ I I i { { i 1 1 I c9 1 { \ \ ~ \ \ \ \ \ t 1 SERVICE r { { 1 1 1 r I I 1 I i \ ~ 1 t i ` - ' EXISTING SERVICE / DIS IE3U110N~ ~ I ~ ~ P L. ~P2 ~ S'~RUICE, ~ I + ENTRANCE PANEL / + DI TRIBU ON } { 1 j jJ 4i I ti i ' \V A A { err ° t E 1 1 ~ m es 1 ~ l x r' ~i -P~NEL D 1 `ti . 7 1 ! I ~i ~ I 1 \ ~ t 11 1 ~ ~ ~ r"ar r;pr~"~rva / ~ ~ w~. _ _ ~ _ ~ I ~Y r. , i 1 r C7 ( af, awriwsssw.rw ~tY ~ / ~ ~ i ~ i , LEAVE 5'-0" CONDUCTOR r r i 1 ~ ' ~ ta,`, t ~ k' LENGTH FOR FINAL MOUNT WEATHE HEA XISTING ~ r ~ iy 11 , ~~M,~4~~\'` ~ x 0 O x OpppO E ^ "~1 ry ~i~~ll~ y ~ Q L # CONNECTION BY UTILITY CO. R DONE \ I r ~ 1 POLE PER UTILITY CO. REQUIREMENTS. \ I I ~ R ~~~a ~1A ~ I e, PROVIDE APPROVED GROUND CLAMP + i ~ i i .~:~g ~9~-=.~----~....~ 1 ~ --915'""x.. / ~ i ~ 1 ; i I AND BONDING JUMPER. I ~ I ,11 t 1 ~p~ ~ ) r:,1. ~ \ II i X14 ~ 1 I r 1 1 ~ ' ~ i ~ i m ~2.` ~ I ik y s t 1 I.L ~ 1 \ I \ 1 t 1 1 ~'t ~ 1 ' •..i ~RE~AT~ ~ ~ SI ~ - i i ~ v t i II i~ P,~.,y , 1 1\ 1 I~IV,~Q6.5 1 E~ EI~T METER ENCLOSURE FURNISHED ` ' ` It tl ' ~ Gl#NA~ BBANCf~ i ~ ~ 1 1 ,I 4 i `i `t ~ POND PUMP 1 & #2 ~ ~ ~ 3#1 IN 2 CONDUIT BY UTILITY COMPANY, INSTALLED , \ { , , 1 1 r ~ ~ . . , BY ELECTRICAL CONTRACTOR. , { i . , , + I f.-..-' IRRIGATION WATER ~ MOUNT CENTERLINE OF METER \ \ r ~ `t' r - PUMPING EQUIPMENT. ' ~ 5'-0" ABOVE FINISHED GRADE. `r ' ` ~ i ( ~ 1 ~ ~ I ;ti\`.. 181 ~ .i~°~~ s #4 AWG CU , ~.11(.1~~, ~ I w.. . 1 8 r . ~ . ! , / ' 1, ~ \ 3#1, 2 C, / e,, I ~ X17 ~ 1 r ~ ''l "':vim.,."-•+y~._ _ • _ g~ 1 r ~ \ k M.B. PANEL 'SEP' r~ ~ ~ • ____.._x-._...x-----x_.____x _.......x..~...X..___._ x x_____x:.._._.X..~...X_..._,_.X_......_k~-.;~.:X.~..~~-..~X_~..`:.`, ~-~._.:..:~,x_ _ _ _ _ _ J SERVICE ENTRANCE ,.-ryti ~,..g1©.~,~ \ _ _ _ ~ _ _ _ _ - - _ - - _ _ _ _ _ _ ~X----X 8~ - RATED, NEMA 3R ~ \ NCL \ E SURE, r, f,. , I , ,,w _ •r,,.- _ . -X---~X_---'--X.._...-_X_.._......,y-----~X------X ~X--,y.....,-_X X---,y~-X~ .n X'~"'X_". ~ "X ~ X~ „r . r, . N E M A 3 R ENCLOSURE SERVICE+ 1P0/240V,, 1~, 3W. MDUNTING+ SURFACE ~ MAIM 2P-100 AMP, M.B. RATINGI 10,000 A.LC. PANEL "S E P x LDCATIDNI DRIVE ENTRANCE FED FROMI UTILITY SERVICE DROP r' #4 AWG CU \ WIRE DESCRIPTION WATTAGE BRKR CKT, CKT, BRKR WATTAGE DESCRIPTION WIRE A B TRIP ND. A B ND, TRIP A B r .r GROUND ROD f - FUTURE GATE CONTROLLER 1920 PO 1 B PO 1920 FUTURE RECEPTACLES FDR LIGHTS - 250.52 1920 3 4 20 1920 FUTURE RECEPTACLES FOR LIGHTS - 250.53 ~4 AWG CU 250.56 - SPACE - _ 5 6 20 1920 FUTURE RECEPTACLES FAR LIGHTS - - SPACE - - 7 8 20 1920 FUTURE RECEPTACLES FAR LIGHTS - - SPACE - - 9 10 ~0 1920 FUTURE RECEPTACLES FOR LIGHTS - - SPACE - - 11 12 20 1920 FUTURE RECEPTACLES FAR LIGHTS - W/GROUND BUS ? W/ISOLATED GROUND BUS W/SOLID NEUTRAL ~ SERVICE ENTRANCE RATED SCALE: 1" = 30' W/BREAKER; 'LOCK DN' DEVICE SERVICE #2 POVII R SINGLE LINE DIAGRAM G.F.I. BREAKER FUTURE CONN. LOAD: 15,360VA ; 240 = 64,OA. X 125 = 80.0 AMP. N.T.S. ,I,NIIIIIII/I~, REV BY APP DATE DESCRIPTION REV BY APP DATE DESCRIPTION 0f A VE JLB 7 21 06 ISSUED FOR BID -***'JA ME °F .°A 1„ = 30' ELECTRICAL SITE PLAN JAMES = RENOVATIONS TO THE EXISTING RESIDENCE AT SCALE L DATE 7/6/06 BASTA 8000 AVERY ROAD ~ BASTAJA ~ w DRAWN VENTURA o E-53 Ventura Engineering,, Inc. o E-5 3 9a =W~ DUBLIN, OHIO 43017 CHKD DPM DRAWING No. REV. 7610 Olentan9Y River Road Columbus Ohio 43235-1339 s s ,ss APPD JLB E-001 A Phone: 614 847-1110 Fax: 614 847-1116 'II•.Ilfffaf - _ 1' ~ rn II a N cD O O N O N n O N O O W N N N n w c~ 3 0 N N N i z z.s ~ 4 s ~.i ~ ~ Y I E M- L15 L15 D4 ~4 ~4 ~4 D4 ~i a o r~ r-_.___..__._._ r-I _ ._w... ' L B5~ ~ B~ ~ ~ ~ ' +J b sPa I B-16 CONTROLS 5 LAMPS AT 18" OC IN PREFORMED ,~I F4 F4 ~ MI5 B-1~ I ~ i .I o F4 COVE MOULDING F4 B D4 i I ~ L ! I FAN MOUNITING B5 BO% BRACIED TO i l i I ~ F4 TIE BEAMS F4 i i B5 I ~ I ST LAMP F~ F N LOW WALL K12 I ~ ~ ~ ~ I ~ ~ 1~4 65 ~ /ARCHITECT ( I - iFAN13 I ~ ~ I FIELD. I ~~I F F B-1 I B-16 , K12 ~ I F4 Fj4 ~ I 15 i l D4 I I K12 I--~ - . _ K12 65 ~ F4 1 FAN CONTROLLER ~4 F _ ~ ' _ _ _ AUTOMATIC ~ EM - _ - - - - - _ 8-16 --U4-- ~ ~ D4- TRANSFER , SWITCH. ' 2 _ ~ _ xAi xAt L15 ~ _ _ G_____._. _ _ _ _ _ _ _ B-16 xA1 B2 62 xAt ' B B-16 B-16 ' ' 4 TYP. OF 10 DP1 DP2 A 621 B2 NOTE: ALLLI(GHTING IN SOFFITS AT PERIMETER B2 2 OF SKYROOF'TO BE ON D3 I D3 xAi LIGHTING SCIENE 2 ~ xAi ~ ~ , C3 J~ ON FASCIA ON FASCIA ABOVE " POOL PANEL' ~2 ' 1 ' ABOVE FAN MOUNTING POOL PANEL #1 xAi 2FAN14 BRACED TO THE ~ xAl ALUM]NUM FRAME D3 N~.- B2' B2 62 2 , C3 ~ D3 I xAi, ON Fascm xAl A8OVEE B2 82 c _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ POST LAMP AE B2 BZ ON PATIO L15 COORDINATE p(A1 xAl xAl xAl xAl xAi ~ 5 wlcaRCH" ECT MI5 r LJ L._~_ ~ ~ ~ .~,J IN FIELD. , f i I i I D3 2 FAN D3 CONTROLLER MAIN LIGHT I t I w I I D3 D3 PAOERAMMING 1~ STEAM G E A R LT 6 Ag g CONTRQCS~ 0 7 A7~~7 11 I I E I I t I _ LUTRON LIGHTING CONTROL PANEL P ONTROLLED ~ A8x ~G1O BRANCH CIRCUIT CONNECTION SUMMARY K6 K6 ~ g 0 BELOW SEATRATOR I E I ~~7 xA7 xA1 4FAN17 ~G11 FIXTURE TYPE FIXTURE FIXTURE TOTAL ~ _ _ ~ _ _ AND SWITCH COUNT WATTS WATTS 6 7 , ~G1O W DESIGNATION '~"n- PROVIDE OUTLET I ' Al 16 75 1200 FOR UNDER COUNTER U REFRIGERATOR NOTE THAT 82 16 108 1728 RECESSED CAN ? L]GHTS JN SLOPED D3 S 60 480 CEILINGS REQUIRE ~ ~ C3 3 240 120 SLOPED TRIM KIT F4 19 15 1425 D4 6 60 360 B5 11 108 1188 K6 2 70 140 A7 6 75 450 BASEMENT LIGHTING PLAN FIRST FLOOR; LIGHTING PLAN A8 2 75 150 SCALE: 1 8 = 1-0 SCALE: 1 8 = 1-0 E9 1 120 120 G10 2 75 150 Gi t 1 75 75 CODED NOTES: K12 3 70 210 SYMBOLS LIST ~1 ELECTRICAL CONTRACTOR TO INSTALL OWNER FURNISHED LIGHT 1FAN13 1 300 300 2FAN14 1 300 300 SYIMBOL DESCRIP110N FIXTURES & EXHAUST FANS AS DIRECTED BY ARCHITECT. EXTEND BRANCH CIRCUIT WIRING TO LUTRON LIGHTING CONTROL L15 4 15 300 LETTER INDICATES FIXTURE TYPE. PANEL AND CONNECT AS DIRECTED BY LIGHTING CONI~ROL Ai NUMBER INDICATES SCENE IN CONTRACTOR. M15 3 75 225 LUTRON LIGHTING CONTROL PANEL. 4FAN16 1 100 100 OZ LOCAL LOW-VOLTAGE LIGHT/FAN CONTROL SWITCH FURNISHED, 5FAN17 1 100 100 LOCAL LOW-VOLTAGE LIGHTING/FAN INSTALLED AND WIRED BY LIGHTING CONTROL CONTRACTOR. © CONTROL SWITCH, NUMBER INDICATES SCENE ~3 ELECTRICAL CONTRACTOR TO INSTALL OWNER FURNISHED G18 1 75 75 IN LUTRON LIGHTING CONTROL PANEL. CEILING PADDLE FANS AND CONTROLLERS AS DIRECTED BY L19 1 75 75 4'-0" INDUSTRIAL FLUORESCENT, ARCHITECT. EXTEND BRANCH CIRCUIT WIRING THRU CONTROLLER ~ LETTER INDICATES PANELBOARD. DR~CTEDNBY LIGHTNGR~ONTROLICONTRACTOR,PANEL AS B-16 NUMBER INDICATES CIRCUIT BREAKER. CONN. LOAD 9811VA SPARE 3569VA ® ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL 4'-0" LOCAL SINGLE POLE WALL SWITCH - 120/277V., INDUSTRIAL FLUORESCENT LIGHT FIXTURE WITH (2) F032T8 TOTAL 13,440VA 15 AMP. WITH COVER PLATE. VERIFY COLOR LAMPS AND ELECTRONIC BALLAST. EXTEND BRANCCH CIRCUIT 13,440 :240 = 56.OA. X 125 = 70.0 AHIP uIP WITH ARCHITECT. WIRING TO PANELBOARD AND CIRCUIT BREAKER INDICATED. ,flfffl1111III~, fIfI11G REV BY APP DATE DESCRIPTION REV BY APP DATE DESCRIPTION ,,ff 0 F BF 0yi SCALE 1/8"=10-0" LIGHTING PLANS A VE JLB 7 21 06 ISSUED FOR BID ~P••'" DAME' JAMES RENOVATIONS TO THE EXISTING RESIDENCE AT L DATE 7/6/06 i BASTA o• BASTAJA 8000 AVERY ROAD DRAWN VENTURA Ventura Engineering, Inc. 37 3769 ,IFS•.,0/g E DUBLIN, OHIO 43011 S 7610 Olentangy River Road Columbus, Ohio 43235-1339 ~ CHKD DFM DRAWING No. REV. Phone: 614 847-1110 Fax: 614 847-1116 APPD JLB E-002 A _ _ _ _ _ _ _ L_ I - Q N (A CODED NINES: t0 O O N 1 FURNISH AND INSTALL FLUSH MOUNTED SINGLE GANG BOX FOR ~ FUTURE TELEVISION/COMPUTER CABLING & CONNECTORS. VERIFY O N REQUIREMENTS AND LOCAl10NS WITH ARCHITECT PRIOR TO ROUGH-IN. O M ~ 2 VERIFY CEILING MOUNTED RECEPTACLE LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. O O W 1. 2 2.1 3 ~ 5 5.1 G 7 N I Z 3 4 5 6 7 N 3 CONNECT TO PANEL80ARD AND BRANCH CIRCUIT BREAKER INDICATED. N LOCATE IN FLOOR W JOIST SPACE. 4 PROVIDE WIRING IN CONDUIT UP TO FLOOR JOIST SPACE. r ~ I ~ ~ ~ 3 ' - I 5 3 PHASE MOTOR. EXTEND 3 6, 1#6G., IN 3/4" FLEXIBLE NON-METALLIC CONDUIT TO SWIMMER CONT OLLER. SEWAGE N I II ~ N EJECT ~ I I I 6 3 PHASE MOTOR. EXTEND 3#10, 1 10G., IN 3/4" FLEXIBLE NON-METALLIC DEHUMIDIFIER REMOTE C-24 GFCI 'GFCI C~24 ~ i R -20 PUMP n a CONDUIT TO TREADMILL CONTROLL R. CONDENSER A-10/12. I GFCI WP C-24 COVER #2 IC-24 ~ GFCI Y SWIMMER O'ONTR LLER _ EM.-3~ , _ _ 7 EXTEND 6 14 3 4"C. TO GENERATOR AND CONNECT. VERIFY REMOTE _ _ _ _ _ C-24 TREADMILL CONTROLLER SUMP #1 THE DMILL ANNUNICATOR L CATION WITH ARCHITECT PRIOR TO ROUGH IN. 25KW GENE ~ MOT ~ R 6 VERIFY EXl 25KW GENERATOR I GENERATOR REMO C-22r®~' HEATER I I i o o LOCAl10N VERIFY EXACT 3R ANNUNCIATOR I GFCI ~ LOCAl10N WITH '30/2 I I PUMPS #1 #2 P OL 1 PO L 1 GENERAL GENERAL CONTRACTOR.----~ / GFCI # # PUMPS #1 & #2 ~ SWIMMER ~1 I 60 2 I PO~L ~1 I - I C-22~ I GENERAL NOTES. HEATER MOTOR 5 , C-30 I PANEL #1 I TREADMILL CONT: OLLER _ _ ~ _ v _ 1. VERIFY ALL RECEPTACLE LOCATIONS, MOUNTING HEIGHTS AND COLOR AIR CONDITIONING ~ 3R a I SPA ~ UNIT #1 A-1/3~ _ - - - - - - - I.._..... _ g. 2 _ _ SWIMMER OONTR LLER IMTH ARCHITECT PRIOR TO ROUGH-IN AND ORDERING. ~C 3Z _ ' Gj I CO R ~1 P OL #2 2. VERIFY ALL SWIMMING POOL AND SPA EQUIPMENT LOCA110NS PRIOR PO L #2 ~ N & MONITOR RECEPTACLES. ~4 I pp~L #2 I g TO ROUGH-IN. VI TREADMILL VERIFY LOCATION WITH ~ ~j PANEL #2 I SWIMEX #1 i GFC~~ `~J ' MOUNT MOTOR " g AI 3. BOND BOTH SWIMMING POOLS: FRONT GRATE, HAND RAILS, FILTER, 6 A.F.F. SWIMMER ARCHITECT PRIOR TO ROUGH-IN. ~ C-30 ( I I SWIMEX #2 I CONTROL I REAR GRATE, PUMP 1, PUMP #2 & NEATER WITH 8 SOLID COPPER MOTOR 5 CONDUCTOR PER PO L MANUFACTURER S REQUIREM NTS. CONNECT i CONTROL PANEL. B-14. _ ~ TO GROUND BUS IN EACH RESPECTIVE POOL PANEL. ' C-18 PANEL. i FCI w - - GFCI 3 T PICAL 4 AUTO ATIC ~ EM L~j " 2 Ylf TRAN FER 4 ,g_1 MOUNT SWITC . ~ _ 4 36 A.F.F. , C-22 _ C p22 p C-34 _ . __.._M _ _ _ _ _ ~ _ T._ _ A_2~ _ _ _ _ EM-1 A-6/8 M- LOCATE IN FLOOR _ _ - *_GFCI _ _ GFCI I ~ GFCI B I I JOIST SPACE. ~ v = ~~C-28 ~ C-34 FURNISH & INSTALL C-18 = C-28 WIREMOLD V2400 SERIES DPt DP2 A SUMP 2 # RACEWAY WITH OUTLETS _ ~ I ~ _I ~ _ i 36 O.C. ~ ~ ~ FURNAC F-1 p _ _ - _ _ _ ~ _ _ _ _ _ _ p _ _ _ _ _ ~ ~ C.__.-.26_ _ ~ _ _ ~Z C-26 _ _ ~ _ ~ _ . POOL PANEL ° 2 # DESERT AIR C-20 ~1 I DENiUMIDIFIER. POOL PANEL:#1 1 I I I t I I _ ' ' ~ TYPICAL I C-18 I ; C-34 I t I 1 I I _ _ ~ ~ ~ , WP C-18 ~ C-34 ~ C-16 I I I r L.1 I I 1 I GFCI C-18 ~ ~ ~ C-16 1 t t I t I VERIFY SPA FOR SAUNA I I c-1a , c 1s Q - - - - ~ - ~ A o i~2.~~= 12 G I C- 6 o~ESs B-1/3 ~ ~ TEA I I I t I iQU~~y I I C-16 I g/ ; , 8 ~C ~ SAUNA C~ AC D ~ 1 AC A-14f16 A - ~ _ _ _ _ A _ . _ _ _ _ - _ _ _ ._.__.n ~ I _T GFCI , V V FIRST FLOOR POWER PLAN SCALE: 1 8 = 1-0 BAR CLOSET UP 10R CLOSE BATE ROOM _ ~ HAL MECHANICAL ROOM STORA BASEMENT POWER PLAN SCALE: 1 8 = 1-0 REV BY APP DATE D SCRIPTION REV BY APP DATE DESCRIPTION Room ~0 ~~P`f~fpE I1I0 111F Lf0 1~,ION OR 11~1 A VE JLB 7/21/06 ISSUED FOR BID C-:) % SCALE POWER PLANS JAMI JAMES RENOVATIONS TO THE EXISTING RESIDENCE AT DATE 6/29/06 * L. BAST BASTAJA ~w 8000 AVERY ROAD DRAWN VENTURA Ventura Engineering, Inc. ° E-53 u o : E-5376 : w DUBLIN, OHIO 43017 CHO °PM DRAWING No. REV. 7610 Olentan9Y River Road Columbus, Ohio 43235-1339 - ss Phone: 614 847-1110 Fax: 614 847-1116 A mss! A f'' APPD JLB E-003 A w SERVI E+ 120/240V,, 1~, 3W. MOUNTING+ SURFACE SERVICE+ 120/240V~, 10, 3W. MOUNTING+ SURFACE JG+ SURFACE SERVICE+ 120/240V,, 1~, 3W. MUUNTING+ SURFACE ~ N O P N A MAINS 400A. M,LO, RATINGS 10,000 A.LC. MAIN+ 200A. M.L.D. RATING+ 10,000 A.LC. L P B 10,000 A.I.C. PANEL C MAIN+ 200A. M.L,O. RATING+ 10,000 A.I.C. ~ LOCAT ON+ BASEMENT FED FROM+ DP2-3 LOCATION+ BASEMENT FED FROM+ DP1-2 OM+ DPl-2 LUCATION+ BASEMENT FED FROM+ DPl-3 N WATTAGE BRKR CKT. CKT. BRKR WATTAGE WATTAGE BRKR CKT. CKT, BRKR WATTAGE WATTAGE BRKR CKT. CKT. BRKR WATTAGE ° WIRE DESCRIPTION TRIP NO. A B NO, TRIP DESCRIPTION WIRE WIRE DESCRIPTION A B DESI A~ 8 A B A 8 TRIP NO. NO. TRIP A 8 DESCRIPTION WIRE WIRE DESCRIPTION A 8 TRIP NO. A B NO. TRIP A 6 DESCRIPTION WIRE 3840 1 2 5328 2880 1 2 20 1920 WASHER 2#8, 1#IOG, AIR CONDITIONING UNIT #1 40 70 DEHUMIDIFIER 2#4, 1#8G. 3#10, 1#IOG, DRYER 120/240V., 1~ 30 WASHER 2#12, 1#12G, - FUTURE LANDSCAPE LIGHTING 1200 15 1 2 6720 LUTRUN LIGHTING CONTROL PANEL ~ 70 3#4 1#8G. ~ 3840 3 4 5328 2880 3 4 1800 POOL COVER # 20 PURL COVER #1 2#12, 1#12G, - FUTURE LANDSCAPE LIGHTING 1200 15 3 4 6720 120/240V,, 1~ ~ 4560 5 6 5760 4800 5 6 2400 POOL COVER # PUUL COVER #2 2#10, 1#IOG, - FUTURE LANDSCAPE LIGHTING 1200 15 5 6 20 1500 LAUNDRY RUUM RECEPTACLES 2#12, 1#12G~ 3#1 1#8G. POND PUMP #1 CONTROLLER 60 DEHUMIDIFIER ELECTRIC HEpITER 2#4 1#SG. 3#6 1#IOG, SPA 120/240V, 1~ 25 ' 120/240V, 1~ 90 50 , 4560 7 8 5160 4800 1 8 15 - SPARE SPARE - - FUTURE LANDSCAPE LIGHTING 1200 is 7 8 20 1000 UNDER COUNTER REFRIGERATOR 2#12, 1#12G, POND PUMP #2 CONTROLLER 4560 9 10 360 4800 9 10 15 - SPARE 3#1, 1#8G. 90 15 DEHUMIDIFIER REMOTE CONDENSER 2#12, 1#12G, 3#10, 1#IOG, STEAM SHOWER 120/240V,, 1~ 30 SPARE - - FUTURE LANDSCAPE LIGHTING 1200 15 9 10 20 1500 APPLIANCE RECEPTACLE 2#12, 1#12G, 120/240V,, 1~ 4560 11 12 360 4800 11 12 1920 SEWAGE EJECTI 20 SEWAGE EJECTOR PUMP 2#12, 1#12G, - FUTURE LANDSCAPE LIGHTING 1200 15 11 12 20 1500 APPLIANCE RECEPTACLE 2#12, 1#12G~ - SPARE - 2D 13 - 14 4800 ~~IE 2#12, 1#12G, ELEVATOR 1920 20 13 14 20 540 BASEMENT RECE BASEMENT RECEPTACLES 2#12, 1#12G, - FUTURE LANDSCAPE LIGHTING 1200 15 13 14 20 1500 BATHROOM RECEPTACLE 2#12, 1#12G, 50 RELOCATED SAUNA 2#6, 1#IOG, - SPARE - 20 15 16 4800 - SPARE - 20 15 16 20 700 BASEMENT LIGH BASEMENT LIGHTING 2#12, 1#12G, - FUTURE LANDSCAPE LIGHTING 1200 15 15 16 20 1260 CONVENIENCE RECEPTACLES 2#12, 1#12G, - SPARE - 20 11 18 20 - SPARE - - SPARE - 20 17 18 20 - SPARE SPARE - - FUTURE LANDSCAPE LIGHTING 1200 15 17 18 20 1260 CONVENIENCE RECEPTACLES 2#12, 1#12G, - SPARE - 20 19 20 20 - SPARE - - SPARE - 20 19 20 20 - SPARE SPARE - - FUTURE LANDSCAPE LIGHTING 1200 15 19 20 20 1440 WIREMULD 2#12, 1#12G, - SPACE - - 21 22 - - SPACE - - SPACE - - 21 22 - - SPRCE SPACE - - SPACE - - 21 22 20 1080 CONVENIENCE RECEPTACLES 2#12, 1#12G. - SPACE - - 23 24 - - SPACE - - SPACE - - 23 24 - - SPACE SPACE - - SPACE - - 23 24 20 900 CONVENIENCE RECEPTACLES 2#12, 1#12G, - SPACE - - 25 26 - - SPACE - - SPACE - - 25 26 - - SPACE SPACE - - SPACE - - 25 26 20 1000 CEILING RECEPTACLES 2#12, 1#12G, - SPACE - - 27 28 - - SPACE - - SPACE - - 27 28 - - SPACE SPACE - - SPACE - - 21 28 20 1000 CEILING RECEPTACLES 2#12, 1#12G~ - SPACE - - 29 30 - - SPACE - - SPACE - - 29 30 - - SPACE SPACE - - SPACE - - 29 30 20 1000 MONITORS RECEPTACLES 2#12, 1#12G, W/GROUND BUS ? W/ISOLATED GROUND BUS /SOLID NEUTRAL W/GROUND BUS ? W/ISOLATED GROUND BUS W/SOLID NEUTRAL - SPACE - - 31 32 20 1000 TELEVISION RECEPTACLE 2#12, 1#12G, W/BREAKER 'LACK ON' DEVICE CONN. LOAD: 58,416VA ~ W/BREAKER 'LOCK ON` DEVICE CONN. LOAD: 36,160VA ~ - SPACE - - 33 34 20 900 CONVENIENCE RECEPTACLES 2#12, 1#12G, G.F.I. BREAKER DEMAND LOAD: 55,495VA _ 240 = 231,2A. X 125q 289.0 AMP. G.F.I. BREAKER DEMAND LOAD: 34,352VA :240 = 143. ~ : 240 = 143.1A. X 125 = 118.9 AMP. - SPACE - - 35 36 - 20 - SPARE - SPACE - - 37 38 20 - SPARE - - SPACE - - 39 40 20 - SPARE - - SPACE - - 41 42 20 - SPARE - W/GROUND BUS ? W/ISOLATED GROUND BUS W/SOLID NEUTRAL ~ W/BREAKER 'LUCK ON' DEVICE CONN. LOAD: 40,414UA G.F.I. BREAKER DEMAND LOAD: 38,393VA = 240 = 159.97A. X 125% = 199.9fi AMP. SERV CE+ 120/240V,, 1~, 3W, MOUNTING+ SURFACE SERVICE+ 120/240V,, 1~, 3W. MOUNTING+ SURFACE JG+ SURFACE 10,000 A.LC. MAIN+ 400A. M.L.O. RATING+ 10,000 R.I.C. PAN M MAIN+ 125A. M.B. RATING+ 10,000 A.I.C. EL E P~~L PANEL 1 LOCATIONS BASEMENT FED FROM+ DP2-1 LOCATION+ BASEMENT FED FROM+ DPI-4 & OM+ DPI-4 & GENERATOR TRANSFER SWITCH SYMBOLS LEGEND WATTAGE R R C T CKT. BRKR WATTAGE WA TALE BRKR CKT. CKT. BRKR WATTAGE B K K , DESCRIPTION WIRE SYMBOL DESCRIPTION WIRE DESCRIPTION q B DESCRIPTION WIRE WIRE DESCRIPTION TRIP NO. A B NO. TRIP DES( A B TRIP NO. NO. TRIP A B A B A 8 3840 1 2 7680 2#12, 1#12G. FURNACE F-1 1920 20 1 2 20 - SPARE 2#8, 1#IOG. TREADMILL CONTROLLER BOX 40 80 HEATER 2#3, 1#8G, SPARE - ~FCI 20AMP.,120V.,NEMA 5-20R. GROUNDING TYPE DUPLEX RECEPTACLE 3840 3 4 1680 2#12, 1#12G. SUMP PUMP #1 1440 20 3 4 20 - SPARE SPARE - WITH SELF-CONTAINED GROUND FAULT INTERRUPTIONS PROVISIONS AND COVER PLATE. 2#12 1#12G, RECEPT. - UNDER WATER LIGHTS 1440 5 6 1920 2#12, 1#12G. SUMP PUMP #2 1440 20 5 6 20 - SPARE , 15 SPARE - 20 PUMP #1 2#12, 1#12G, SPARE - ~ 20AMP.,120V.,NEMA 5-20R GROUNDING TYPE DUPLEX RECEPTACLE 2#12, 1#12G, RECEPTACLE - OZONATOR 1440 15 7 8 1920 2#12, 1#12G. GENERATOR BATTERY CHARGER 500 20 1 8 20 - SPARE WITH COVER PLATE. 1920 9 10 5760 - SPARE - 20 9 10 20 - SPARE 2#12, 1#12G, PUMP #2 20 60 SWIMMER CONTROLLER BOX 2#4, 1#8G. SPARE - 1920 11 12 5160 - SPARE - 20 11 12 20 - SPARE SPARE - ® DRYER RECEPTACLE - 3 POLE, 4 WIRE GROUNDING 30A., 120/240V. - SPARE - 20 13 14 20 - SPARE - - SPARE - 20 13 14 20 - SPARE SPARE - WITH COVER PLATE. - SPARE - 20 15 16 20 - SPARE - - SPACE - - 15 f6 - - SPACE SPACE - 30/3 DISCONNECT SWITCH, 30 INDICATES AMPACITY, 3 INDICATES 3 POLE, - SPARE - 20 17 18 20 - SPARE - - SPACE - - 11 18 - - SPACE SPACE - 3R ~ 'F' INDICATES FUSED, 'N' INDICATES NON-FUSED, 3R = NEMA 3R ENCLOSURE. _ _ . - - - - - 19 20 - - SPACE SPACE - 19 20 - SPACE SPACE SPACE - - _ _ _ - - SPACE - _ 2 22 - - SPACE SPACE - ~ CALL-OUT FOR CODED NOTES. - SPACE 21 22 SPACE - - - 23 24 - - - - SPACE - - ~~~23 24 - - SPACE SPACE SPRCE SPACE - D TELEPHONE CABLE CONNECTOR WALL OUTLET BOX. - SPACE - - 25 26 - - SPACE - - SPACE - - 25 26 - - SPACE SPACE - - SPACE - - 27 28 - - SPACE - - SPACE - - 27 28 - - SPACE SPACE - © TELEVISION/COMPUTER CABLE CONNECTOR OUTLET BOX. SPACE - - SPACE - - 29 30 - - SPACE - - SPACE - - 29 30 - - SPACE W/GROUND BUS ? W/ISOLATED GROUND BUS /SOLID NEUTRAL W/GROUND BUS ? W/ISOLATED GROUND BUS W/SOLID NEUTRAL ® POWER DISTRIBUl10N PANEL80ARD , CONN. LOAD: 45,120VA : 240 = 188AA. X 125q = 235.0 AMP. W/BREAKER `LACK ON' DEVICE CONN. LOAD: 5,300VA _ 240 = 22.1A. ~ W/BREAKER LOCK ON DEVICE ~ 240 = 22.1A. X 125 = 27.6 AMP. G.F.I. BREAKER G.F.I. BREAKER ~ BRANCH CIRCUIT PANELBOARD A.F.F. ABOVE FINISHED FLOOR WP WEATHERPROOF AC ABOVE CABINET SERVICES 120/240V,, 1~, 3W. MOUNTING+ SURFACE UC UNDER CABINET D A N MAIN+ 400A. M.L.D. RATING+ 10,000 A.I.C. P LP EL LOCA~fION~ BASEMENT FED FROM+ DP2-2 W~TTAGE BRKR CKT. CKT. BRKR WATTAGE WIRE DESCRIPTION TRIP Nq. A B NO. TRIP DESCRIPTION WIRE A B A B 384 1 2 7680 2#8, 1#IOG, TREADMILL CONTROLLER BOX 40 80 HEATER 2#3, 1#8G. ~E~F - 3840 3 4 7680 ~F-3~E 2#12, 1#12G, RECEPT -UNDER WATER LIGHTS 144 15 5 6 1920 20 PUMP #1 2#12, 1#12G, 2#12, 1#12G~ RECEPTACLE - OZONATOR 1440 15 7 8 1920 192 9 10 5760 2#12, 1#12G, PUMP #2 20 60 SWIMMER CONTROLLER BOX 2#4, 1#8G. 1920 11 12 5760 - SPARE - 20 13 14 20 - SPARE - - SPARE - 20 15 16 20 - SPARE - - SPARE - 20 17 18 20 - SPARE - - SPACE - - 19 20 - - SPACE - - SPACE - - 21 22 - - SPACE - - SPACE - - 23 24 - - SPACE - - SPACE - - 25 26 - - SPACE - - SPACE - - 27 28 - - SPACE - - SPACE - - 29 30 - - SPACE - W/GROUND BUS ? W/ISOLATED GROUND BUS W/SOLID NEUTRAL W/BREAKER `LOCK ON" DEVICE CONN. LOAD: 45,120VA _ 240 = 188.OA. X 125q = 235.0 AMP. G.F.I. BREAKER IIIIIIIIIIIII••• REV BY APP DATE DESCRIPTION REV BY APP DATE DESCRIPTION ? A VE JLB 7/21/06 ISSUED FOR BID ~P••''" ,~P~~ OF O,y"~•.- SCALE NONE PANEL SCHEDULES JAI JAMES''*%o RENOVATIONS TO THE EXISTING RESIDENCE AT k ' L. DATE 6/27/06 k BAS BASTAJA 8000 AVERY ROAD w DRAWN VENTURA Ventura Engineering, Inc. E-5 :,~,E-53769 DUBLIN OHIO 43017 7610 Olentangy River Road Columbus, Ohio 43235-1339 F S 1 ~ ~ CHKD DPM DRAWING No. REV. Phone: 614 847-1110 Fax: 614 847-1116 •'•.~''NA APPD JLB E-004 A ''•...a111a1'' .~i(~ _ _ 1 - - ~ n 0 n 0 PAD MgUNTED TRANSFgRMER CONCRETE PAD PROVIDED WITH C/T S BY UTILITY CgMPANY. BY GENERAL CONTRACTOR SPECIFICATINNS ~ S PER UTILITY COMPANY T DIVISION 16 -ELECTRICAL REQUIREMENTS. METER ENCLOSURE FURNISHED GENERAL 3 „ BY UTILITY COMPANY, INSTALLED 1 ()SETS OF (3-75Okcmil AL., 4 C.) ® BY ELECTRICAL CONTRACTOR. PROVIDE CONCRETE EMBEDDED A, FURNISH ALL LABOR, MATERIALS, TOULS AND EQUIPMENT, AND PERFORM ALL OPERATIONS NECESSARY TD INSTALL, ADJUST, CONNECT AND PUT INTU UPERATIUN - „ STU „ SUPPORTS. ALL ELECTRICAL EQUIPMENT AND CONTROL SYSTEMS AS SHOWN ~N THE DRAWINGS 2 5OOkcmil AL. 1 4 CU. G. 3 C. 6 2 5 CONDUITS 3, ~ ~ ) OUT B'~ YOND PAD. AND SPECIFIED HEREIN, 3 I-25Okcmil AL. 1 CU. G. 2"C. 2" CONDUIT. B, THIS C~NTRACT~R SHALL FILE ALL DRAWINGS, PAY ALL FEES, AND OBTAIN ALL PERMITS AND CERTIFICATES ~F INSPECTION RELATIVE TD HIS WORK, 4 3-350kcmil AL., 1~4 CU. G., 2 i/2"C. BgND INTERIOR 1 C, COMPLETED INSTALLATION SHALL C~NF~RM WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ODES AND ORDINANCES, INCLUDING BUT NAT LIMITED TD THE „ WATER PIPE 1 LATEST EDITIONS ~F THE FOLL~WING~ 5 3 8, 1 1OG., 3 4 C. # # / 250,104 (A) SERVICE ENTRANCE RATED DISTRIBUTIgN PANEL DPl - 120/240V,, 1~, 3W. - 42,000 A.I.C. ~0 A.LC. 250,64 - - - - - 1, OHIO BUILDING CEDE. 6 ISTING CONDUCTORS 2. SPECIFIC C~NSTRUCTI~N SAFETY REQUIREMENTS, MAKE 1 2 3 4 STATE INDUSTRIAL C~MMISSI~N, „ ACCESSIBILITY 7 3 1, 1 6G., 1 1 2 C. ~ ~ ~ / 'r 3. NATIUNAL ELECTRICAL CUDE (NFPA-70) 4, LIFE SAFETY CEDE (NFPA-101) ~ 2P-800A 2P-300A 2P-200A 2P-200A 2P-125A 5, ~CCUPATI~NAL SAFETY AND HEALTH ACT OSHA) OF 1971. PROVIDE BUSSING 6. NATIONAL ELECTRICAL SAFETY CEDE, ~ MB #2/0 AWG. CU FOR FUTURE TABLE 250,66 CIRCUIT BREAKERS. D. NOTHING CONTAINED IN THE DRAWINGS SHALL BE CONSTRUED TD CONFLICT WITH THESE LAWS, CODES, AND ORDINANCES. • N 1 T A ALC VIICE G E. ALL WIRING SHALL BE IN RACEWAY OR CABLE AND SHALL BE NEW, STRANDED, CONSTRUCTED WITH 600V, THHW DR XHHW INSULATION, AND SHALL CONFORM TD THE „ 2OAWG.CU - - - _ - - - - DISTRIBUTION PANEL DP1 ..J. & M.B.J. CURRENT STANDARD SPECIFICATIONS OF THE UNDERWRITERS LABORATORY, THE IPCEA ~ EXIS ING HOUSE PANEL -141.7A. GRND TABLE 250.66 7 2P-125 AND THE LATEST NATIONAL ELECTRICAL CEDE. MINIMUM WIRE SIZE SHALL BE #12 AWG,, to CLIPPER, ~ PAN L "B" 154,5A. RqD #4AWG. CU ~ PAN L "C" 16O.OA. 250,66 (A) 6 3 3 O F. PROVIDE GREEN EQUIPMENT GROUND CONDUCTOR IN ALL RACEWAYS AND CABLES, ~ PAN L "EM" 2O.OA. ~ SPA E CAPACITY 163.SA. RqD 25KW NATURAL GAS G. ALL RACEWAYS AND CABLES SHALL MEET THE REQUIREMENTS ~F UNDERWRITERS 64O.OA. 250,52 GENERATOR LAB~RAT~RY STANDARDS LATEST EDITION, 250,53 1 640 X 125 = 800 AMP. 250,56 2C H. WIRING DEVICES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY LEVIT~N, 200 AMP AUTOMATIC PASS & SEYM~UR DR ARROW HART 1417 143,1 160,0 TR TRANSFER SWITCH. I. PANELB~ARDS~ ENCLOSURE TYPE 1~ CIRCUIT BREAKER TYPE. PROVIDE FLUSH DISTRI UTION PANEL "DP2" AMP. AMP, AMP, CABINET FRONT WITH CONCEALED TRIM CLAMPS, CONCEALED HINGES AND FLUSH ~ PO0 PANEL #1 188.OA. SEE NOTES LOCK. PROVIDE WITH COPPER BUS, .RATING AS SCHEDULED ~N DRAWINGS, ~ PO0 PANEL #2 188.OA. 1 AND 2. PROVIDE WITH COPPER NEUTRAL BUS AND GROUND BUS. MELDED CASE CIRCUIT ~ PAN L "A" 238.8A. EXISTING PANEL PANEL PANEL BREAKERS NEMA ABIj BOLT-ON TYPE THERMAL MAGNETIC TRIP CIRCUIT BREAKERS ~ ELE ATOR 24.OA. SYSTEM BONDING HOUSE 'B' 'C' 'EM' WITH COMMON TRIP HANDLE FOR ALL PALES, ~ SPA E CAPACITY 1.2A. JUMPER 2/0 AWG. CU PANEL J. SAFETY SWITCHES SHALL BE QUICK MAKE, QUICK BREAK, GENERAL DUTY, FUSIBLE DR 64O.OA. TABLE 2 0.66 NON-FUSIBLE WITH P~LES,AMPERE RATINGS & C~NSTRUCTIDN AS NOTED ~N DRAWINGS. 640 X 125 = 800 AMP. ALL SWITCHES SHALL BE H~RSEP~WER RATED, UL LISTED AND SHALL BE SERVICE ENTRANCE RATED DISTRIBUTIgN PANEL DP2 - 120/240V,, 1~, 3W. - 42,000 A.I.C. SD LABELED. PROVIDE NEUTRAL BLOCK WHERE REQUIRED. PROVIDE DUAL ELEMENT, TIME DELAY CLASS RK-5 FUSES. NOTES; 1. METERE WINTER PEAK KWD FROM OHIO EDISON - 34. 1 2 3 4 K, GENERATOR TD BE NATURAL GAS, 25 KW, 120/240 VOLT, SINGLE PHASE, THREE WIRE 'r WITH SUUND ATTENUATED WEATHERPROOF ENCLOSURE, AUTOMATIC TRANSFER SWITCH 34,OOd _ 24OV. = 141.7 AMP. AND REMOTE ANNUNCIATOR, LOCATE REMOTE ANNUNCIATOR WHERE DIRECTED BY ARCHITECT. 141.7 125 = 171.1 AMP. PROVIDE CONCRETE PAD WITH CONDUIT STUB-UPS AS REQUIRED BY GENERATOR MANUFACTURER. 2P-800A 2P-250A 2P-250A 2P-300A 2P-30A PROVIDE BUSSING ANCHOR GENERATOR TD PAD. PROVIDE 120 VOLT DEDICATED CIRCUIT TD GENERATOR FOR ~ MB - FOR FUTURE _ HEATER. AND BATTERY CHARGER CUURDINATE GAS PIPING REQUIREMENTS WITH PLUMBING CIRCUIT BREAKERS. ~CONTRACT~R, GENERATOR AND ASSOCIATED EQUIPMENT TD BE AS MANUFACTURED BY OLYMPIAN DR APPROVED EQUAL BY K~LHER, OLYMPIAN CATALOG NUMBERS ARE AS F~LL~WS~ • N G 5 GENERATOR #G~5F3S WITH CAE-SOUND 2OAWG.CU ATTENUATED .J. & M.B.J. WEATHERPROOF ENCLOSURE GRND TABLE 250.66 AUTOMATIC TRANSFER SWITCH ASCU 165 SERIES X00 AMPERE, ROD #4AWG, CU 2 PALE, 120/240 VOLT IN NEMA 250,66 (A) 0 1 ENCLOSURE M RED REMOTE ANNUNCIATOR #EMCP 3,2 250,52 4 4 2 250,53 250,56 L. PROVIDE FILLING MATERIALS SIMILAR TD EXISTING STRUCTURAL MATERIAL DR SMOKE AND FIRE STOP FITTINGS FOR OPENINGS IN WALLS, CEILINGS, OR FLOORS. FILLING MATERIALS DR FITTINGS SHALL NAT DEGRADE FIRE RATING 5 OF SURROUNDING MATERIAL. FILLING MATERIALS SHALL NAT ALLOW PASSAGE 188,0 188,0 238,8 ~F SMOKE, FIRE, WATER, DR FUMES. AMP, AMP. AMP, M. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD C~NDITI~NS, IF C~NDITIDNS DIFFER FROM THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY PggL PggL PANEL ELEVATgR NOTIFY THE ARCHITECT BEFORE STARTING WORK. PANEL PANEL 'A' #1 #2 E 1 POWER SINGLE LINE DIAGRAM SERVIC # SCALE: N.T.S ~,,IIINII, REV BY APP DATE DE CRIPTION REV BY APP DATE DESCRIP110N 0f 1ti A VE JLB 7/21/06 ISSUED FOR BID C-D JAME igillsal SCALE NONE DIAGRAMS AND SPECIFICATIONS C., ' JAMES - RENOVATIONS TO THE EXISTING RESIDENCE AT * ; L. k DATE 1/18/06 L. c BASTA BASTAJA 8000 AVERY ROAD E-537 0 W Ventura Engineering, Inc. E-537 DUBLIN OHIO 43017 DRAWN yENTURA CHKD DPM DRAWING No. REV. 7610 Olentan9Y River Road Columbus, Ohio 43235-1339 s'' . Phone: 614 847-1110 Fax: 614 847-1116 APPD JLB E-005 I June 26, 2007 Mr. Ralph Paglieri CITY OF DUBLIN. 8000 Avery Road Engineering Dublin, OH 43017 5800 Shier-Rings Road Dublin Ohio 43016-1236 Phone: : 614-410-46000 0 RE: Permit Application 05-202001 Fax: 614-161.6506 Web Site: www.dublin.oh.us Dear Mr. Paglieri, We have reviewed a plan to install landscape lighting and a piece of sculpture on your property. This was submitted as a revision to the 05-202001 permits for the pond reconfiguration. Your property contains Federal Emergency Management Agency (FEMA) designated floodplain (100 year and 500 year) and floodway. Chapter 151 of the Dublin Codified Ordinances regulates activities within these areas. A copy of Chapter 151 and the FEMA map are attached for your review and reference. We have determined that a Special Flood Hazard Area (SFHA) Permit will not be required at this time. If built per the approved plans, the landscape improvements that you previously made to the property (including altering the ponds) do not appear to divert floodwater or increase flood hazards on adjacent properties. The currently proposed lighting/electrical system and the sculpture should be installed in conformance with 151.20 (A), Anchoring, and (B), Construction Materials and Methods. Due to the accumulation of improvements on your property within the FEMA designated floodplain and floodway, we may require a SFHA Permit with future requests if future improvements encroach in these areas. Please contact us with any questions at (614) 410-4600. Sincerely, Paul A. Hammersmith, P.E. Director of Engineering/City Engineer Attachments Cc: Building File 05-202001 POA File FEMA File 8000 Avery Road i r°`62~ 0 62 2 6 9.4 ~ O , Regional Information a s3, 81'42x25; 9 -s2 a 62 County Lines a1: 7 L s25ss sh 169 s~s1' 6'1;2s, 6 ~ 8134 ~ , . • rw ` 6242 r ` FZ 6.177 Streets Names s~39 126, l x2.5 p 8 02 ' Q; 625~r,1. 8 "L ns6209. ' 8 47 61 s? ? Buildings ~8191 811$t" 621'7 6176 ~ • ...6233 621 f1 ~ 6 ~[)D 0 6152 Paved Surfaces a~ s s1 1 803x,: ~q 10- Roadways . - . - y 62._ • ~ G ~ rz i ....:..........................._t. 803, H . 3, X~8095 . 8022 6 67 61 9 61, Drives & Parking 802 S 801 f"1 F79, Hydrology s46s : s127~ t 6. - ~so25r ~ . Flo PI od ain ::::::-:::::::u:a::r..:xE::E:EE:.:x:::::::.' \ I » 801 .645 UNUM: 0.2% Annual - -•-•••~it-:mat : a M 4 ' ' 8015`, O 3 6450 ::x 2.6434:6~- _.i.... ^...^....:t::x:xx::..... • 8007 , 2~j gunn : r p :.rr . 8002 . 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FEE:.:: E a • 6074: Parcel Addresses \ xpr;:Ear;E: ; 6076. 6066 E _ F€m e € /fir INC 6058 EE-•i8.63q:5 € €€€€€€R€EE E.......... 6205. iE E:aE::. ? Parcels - r •U •[c .t :r 6050 G Municipalities :::x: € Ex. x..[_............i:x ....:E:::: .__................i..... III !L O Colum bus _ .E E EEEEEEE.E...EE• :x;;E~:E~ ~EEE.EEEEEEEE.E ~r.:.. ~ E~°i~€€€E€€€gaE:::. " n- 6.0.4 .City 0 Dub lin E iS ! .E:iE EEEE i Ei.E:E Eis '0 E V _.........i^. :aix::•-... x:•_i.....i...i::E 61,95. N Tuesday, June 26, 2007 9:30 AM CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Applicatio.9ECEIVED JUN 21 2007 BUILDING DIVISION Revision Fee $ CITY OF DUBLIN Application Number 0.5 202_al~ Address Reason for Revision c~-g-i-s l k- L ' 14s "Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name ~ La) \16z.0 61 A~)_ Contact Phone Number l~ 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 ---_...~--w.-- - . . _..__.~.__w__.._ _ 1 } :.wt } ~'.''w~ 1' 5 „f ~ r" ' R. 'S ~ r ! i 2 S 4 b B 7 8 8 10 it 12 13 14 1S 1'6 1 1'6 17 t8.. :.r_.::. ~5~.....:.. ~ 20_..... 21 22 23 24 ~4~:~ I 4. 4. 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P%4: 'f.•; ` " ~g• 17 ° :,ti~•.Y~; 9' ~ 21 22 23 24 ' S ~ , • 4 V, ~ MOUNTINGS SURFACE ACE 0/ 40V, l~ 3W• MOUNTINGS SURFACE SERVICE 120/2 0 , 1 , 3W. SERVICE l2 2 , RATINGS 10,000 A.I.C. a,l,C. RATING' 10,000 A.LC• PANEL C MAIN. 200A• M L 0 MAINS ~400A• M,L,O• ~ ANEL A P- P ~ M~ D(3 FED FROM DP2-3 LOCATION BASEMENT FED FRO .,•i,., LOCATIPN~ BASEMENT 3 AGE WATTAGE BRKR CKT• CKT, BRKR WATTAGE DESCRIPTION WIRE J~ JUNCTION BOX WAT AGE BRKR CKT. CKT, BRKR WATT DESCRIPTION WIRE WIRE DESCRIPTIDN DESCRIPTION TRIP NO• A B ND• TRIP WIRE DESCRIPTION TRIP NO• A B N0. TRIP A B A 8 A B A B • - FUTURE LANDSCAPE LIGHT NG 1200 15 1 2 6720 LUTRON LIGHTING CDNTR 1 2 5328 #4 1#8G• I 3840 70 DEHUMIDIFIER 2 ~ 70 120/240V• 1~ .iGHTING CDNTRDL PANEL 3#4, 1#8G. ~ ®F ~~Yj'~ 2#8, 1#lOG• AIR CDND[TIONING UNIT #1 40 5328 FUTURE LANDSCAPE LIGHTING 1200 15 3 4 6720 3840 3 4 1~ ; ROBERT ~ ; - FUTURE LANDSCAPE LIGHTING 1200 15 5 6 20 1500 LAUNDRY RODM RECEPTAI 5 6 5760 #8G• RDDM RECEPTACLES 2#12, 1#12G, ~ ~ MP #1 CONTRDLLER 4560 DEHUMIDIFIER ELECTRIC HEAIfER 2#4, 1 POND PU ~p 60 T G 3" CONDUIT (6) #1, (3) #6 G.1"CONDUIT FOR CONTROLS. ~ MILLER ]LINTER REfRIGERATDR 2#12, 1#12G, E-58904 3#1, 1#8G• g 5760 FUTURE LANDSCAPE LIGHTING ~ 1200 15 7 8 20 1000 UNDER COUN ER REFRI E 120/240V,, 1~ 4560 7 10 360 - FUTURE LANDSCAPE LIGHTING ~ 1200 15 9 10 20 1500 APPLIANCE RECEPTACLE E RECEPTACLE 2#12, 1#12G, a ONTROLLER 4560 9 DEHUMIDIFIER REMOTE CONDEiNSER 2#12, t#12G, PDND PUMP #2 C ~p 15 3#1, 1#8G. 12 360 FUTURE LANDSCAPE LIGHTING 1200 15 11 12 20 1500 APPLIANCE RECEPTACLE E RECEPTACLE 2#12, 1#12G. d~-~'~~ r5T G~~ 120/240V., 1~ 4560 11 - R N 1200 13 14 20 1500 BATHROOM RECEPTACLE 1 RECEPTACLE 2#12, 1#12G, '//SSI~NA~`~1`` - 14 4800 FUTU E LA DSCAPE LIGHTING ~ l5 4560 13 RELOCATED SAUNA 2#6, 1#lOG• - POND PUMP #1 C~NTRDLLER ~0 50 _ 2 CONDUIT (9) #6, (9) #6 WHT. (9) #8 G. TO LIGHTING :IJCE RECEPTACLES 2#1~, 1#1~G, CONTROL PANEL. 4800 FUTURE LANDSCAPE LIGHTING 1200 15 15 I6 20 1260 CONVENIENCE RECEPTACI 120/240V,, .1~ 4560 15 16 - SPARE - - FUTURE LANDSCAPE LIGHTING 1200 15 17 18 20 1260 CONVENIENCE RECEPTACI 17 18 20 :NCE RECEPTACLES 2#12, 1#12G, - ND PUMP #2 CONTROLLER 4560 - PO ~0 - 1200 19 20 1440 WIREMOLD 1 2#12, 1#12G, 19 20 p - SPARE FUTURE LANDSCAPE LIGHTING ~ 15 20 120/240V,, 10 4560 2 - - - 21 22 20 1080 CONVENIEICE RECEPTACI :IJCE RECEPTACLES 2#12, 1#12G, ~ 2"CONDUIT CIRCUIT AS NEEDED FOR LOW VOLTAGE LTS. _ _ 21 22 _ - SPACE FUTURE LANDSCAPE LIGHTING ~ 1200 15 - SPACE _ _ 24 NVENIEIJCE RECEPTACI 24 _ - SPACE FUTURE LANDSCAPE LIGHTING 1200 lg 23 20 900 CO _ 23 :IJCE RECEPTACLES 2#12, 1#12G, - SPACE - - 25 26 1000 CEILING RECEPTACLES 25 26 _ - SPACE ~ FUTURE LANDSCAPE LIGHTING ~ 1200 15 20 2ECEPTACLES 2#12, 1#12G, - SPACE - - ; _ - SPACE - FUTURE LANDSCAPE LIGHTING 1200 15 21 28 20 1000 CEILING RECEPTACLES 2ECEPTACLES 2#18, 1#12G, ; _ ` ' I~ - - 27 28 - SPACE - - 29 30 1000 MONITDRS RECEPTACLES RECEPTACLES 2#12, 1#12G, ~ ~ SCULPTURE _ _ 29 30 _ - SPACE FUTURE LANDSCAPE LIGHTING ~ 1200 15 20 SPACE - FUTURE LANDSCAPE LIGHTING 1200 15 31 32 20 1000 TELEVISION RECEPTACLE ON RECEPTACLE 2#12, 1#12G, ISOLATED GROUND BUS ~ /SOLID NEUTRAL ~ W/GROUND BUS ? W/ NN. LOAD. 58,416VA - CO FUTURE LANDSCAPE LIGHTING ~ 1200 15 33 34 20 900 CONVENIENCE RECEPTACI :IJCE RECEPTACLES 2#1~, I#1ZG, A R 'LOCK ON' DEVICE : 55 495VA = 240 = 231.2A• X 125 = 289,0 AMP. - ~ W/BRE KE DEMAND LOAD _ - FUTURE LANDSCAPE LIGHTING 1200 15 35 36 20 SPARE FEE G.F.I• BREAKER - FUTURE LANDSCAPE LIGHTING 1200 1S 37 38 20 - SPARE - FUTURE LANDSCAPE LIGHTING ~ 1200 1S 39 40 20 - SPARE - SPACE - - 41 42 20 - SPARE .f~~ W/GROUND BUS ? W/1SOLATED GRDUND BUS W/SOLID NEUTRAL CONN. LOAD: 40,414VA 159.91A. X 125 = 199.96 AMP. G,F.1, R DEMAND lOAD: 38,393VA ~ 240 = 159.91A. X 12 BEAKER '~~~~^~lt~~~% G1~~17~~( CITY OF DUBLIN, OHi0 ZONING PLAN REVIEW APPROVED A NOTED 1 1 _ _J__ REVISION 1 0 O O ~Q~a ; 0 i ii O ,i' li ? --i- , II < i ~ ~ } ~F ~ ~t AN ADDITION AND ALTERATIONS TO THE E ~3 000 AV ~ F~ Y ~XIS"~INC I~~SID?~NC~ A"~ DUBLIN, OHIO 430 ~~~~7 prepared by James Calhoun, Architect Inc. [nc. i 373 Walhalla Road Columbus, Ohio 43202 (614)261-6525 THESE DRAWINGS NAVE 'fl BEEN REVIEWED FOR ANI} SHALL COMPLY WITH THE 2004 EDITION 01= THE RESIDENTIAL CODE OF ONiO PERMIT AND BID PHASE DRAWI iRAWINGS APPROVE SITE FOR ALL NSP CT ON E ON S, OCTOBER 24, 2005 Revision #1 Nov. 14, 2005 MECHANICAL CONSULTANT ELECTRICAL ENGINEERING REVIS1ON5 LOG GENERAL CONSTRUCTION: 3TfdUCTURAL ENGINEERING: SURVEY: LANDSCAPE DE31GN REVISION #1; 11/14/05 AFFECTS ALL SHEETS; DO NOT USE DRAWINGS PRIOR TO THIS DATE FOR CONSTRUCTION. SULLIVAN BUILDERS JAMES CALHOUN, ARCHITECT INC. JERRY L. CASSELL BASSETT ASSOCIATES 1886 IEWETT ROAD 373 WALHALLA ROAD OHIO PROFESSIONAL SURVEYOR LANDSCAPE ARCHITECTS POWELL, OHIO 43065 COLUMBUS, OHIO 43202 N0. 6378 4010 ADA ROAD LIMA, OHIO 45801 (614) 846-1305 (614) 261-6525 (419) 221-0181 i i - I I'~ L LOAD CRITERIA LOAD CHART) SA G NERAL NOTES STRUCTURAL NOTES STRUCTURA E SAFETY REQUIREMENTS MATERIAL LEGEND DRAWING INDEX; James Calhoun ~rchifec~ Inc. 1.TI 1.TEMPORARY BRACING: THE STRUCTURE IS DESIGNED TO BE SELF SECTION VIEWS: I SHEET CONTENTS 313 Walhalla Road 1.CODES: ALL WORK SHALL BE D0 E IN CONFORMANCE WITH THE OHIO BUILDING CODE, LOCAL 1.LOAD FACTORS: SEE CHART FLOORS SUPPORTING AND STABLE AFTER CONSTRUCTION IS COMPLETE AND Columbus, OH 43202 C DES AND DIRECTIVES OF LOCAL UTHORITIES. THE GENERAL CONTRACTOR IS RESPONSIBLE SUP 0 NPR ESSES MEET ALL 2.SOIL: A SOIL BEARING CAPACITY OF 2500 PSF IS ASSUMED FOR DESIGN ;NOTIFY THE FOR INSURING THAT THE COMPLETE WORK AND CONSTRUCTIO OC FLOOR DEAD LOAD 15 PSF MA~ MATERIALS CURED AND ANCHORED. THE CONTRACTOR IS BEARING SOIL T1.0 GENERAL NOTES 1 PROJECT DATA ~ }el.(614) 261.6525 GOVERNING REGULATIONS AND LAWS. NOTIFY THE ARCHITECT WHEN PREPARING BIDS AND AS ARCHITECT OF QUESTIONABLE SOIL BEARING CONDITIONS. THE CONTRACTOR SHALL RES RESPONSIBLE fns (614) 261.1Q93 SOON AS CONDITIONS ARE KNOWN I DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS PROVIDE SOIL TESTS FOR CONDITIONS WHERE REQUIRED BY CODE OFFICIALS OR BY FLOOR LIVE LOAD 50 PSF TO ARE EXPECTED TO MEET CODE CRITE IA. THE ARCHITECT. NOTIFY THE ARCHITECT OF ANY DEFICIENT SOIL CONDITIONS PRIOR TO TO DETERMINE THE EREC110N PROCEDURE AND TO PROVIDE BALL e ~8 0 ° ° GRAVEL/ GRANULAR FILL SLO SITE PLAN BRACING, SHORING, GUYS, TIE-DOWNS, ETC. REQUIRED TO INSURE THE n q° , ° JCARCTEC@COLUMBUS.RR.COM CONSTRUCTING FOOTERS, FOUNDATION PADS OR OTHER STRUCTURAL BEARINGS. STAIR COMBINED LOAD IF APPLICABLE 100 PSF BR," SAFETY AND STABILITY OF THE STRUCTURE AND EFFECTED • ° : CONCRETE MITS: THE GENERAL CONTRAC OR SHALL BE RESPONSIBLE TO VERIFY ALL CONSTRUCTION SAf 2.PER VE BEEN OBTAINED AND 3.ALL CONCRETE CONCRETE BLOCK AND MORTAR SHALL BE ADEQUATELY CURED BEFORE COP COMPONENTS. A1.0 BUILDING FOUNDATION PLAN ~ PERMITS, AND OTHER GOVERNMENT L AGENCY DOCUMENTS HA , PROPERLY EXECUTED BEFORE AND DARING THE CONSTRUCTION AS APPLICABLE . SUBMIT IMPOSING STRUCTURAL LOADS. CONCRETE DESIGN FOR MINIMUM Fc= 3000 PSI FOR PARTITION !WALL LOAD 110 PLF CONCRETE BLOCK 1ST FLOOR STRUCTURE 0 COPIES OF ALL SUCH DOCUMENTS T~`0 THE ARCHITECT AND OWNER. FOOINGS; Fc=3500 PSI FOR INTERIOR SLABS , Fc- 4000 PSI WITH 5% AIR ENTRAINING 2 B CEMENT FOR EXTERIOR CONCRETE, OR AS SPECIFIED ON SPECIFIC DRAWINGS. 2.BARRICADES: PROVIDE ALL BARRICADES, RAILINGS, FENCES AND OTI . OORDINATION: THE GENERAL COP~ITRACTOR SHALL COORDINATE THE WORK AND MEET ALL 3 C FRC OTHER SUCH STRUCTURES NEEDED TO PROHIBIT THE GENERPIL PUBLIC ~ BRICK ~ ,I REQUIREMENTS TO ALLOW PROPER AND TIMELY EXECUTION OF WORK FOR ALL TRADES, 4. MORTAR MINIMUIM Fc=1800 PSI TYPE "S" OR AS SPECIFIED ON THE DRAWINGS. ROOF FROM ACCESS TO THE CONSTRUCTION AREAS. ALSO PROVIDE CLEAR A2.0 ARCHITECTURAL FLOOR PLAN 0 AND ADEQUATE SIGNS TO IDENTIFY DANGEROUS AREAS AND HARD •~^h^A^F^;,^~^h STUCCO OR VINYL SUPPLIERS AND SUBCONTRACTORS. MORTAR SHALL COINFORM TO STANDARDS OF ASTM C270 FOR COMPRESSIVE STRENGTH ANI AND E518 OR C952 BOND STRENGTH. ROOF DEAD LOAD PSF 15 HA' HAT AREAS. PROVIDE ALL BARRICADES, RAILINGS AND OTHER A2.1 CEILING PLAN ~ I N :VERIFY ALL DIMENSI~ NS SHOWN ON THE DRAWINGS BEFORE CONSTRUCTION. ME 4.DIMENS 0 S 25 MEANS NEEDED TO INS ~ ROUGH WOOD FRAMING LIGHTING SCHEMATIC T F ANY DI ' REPANCIES BEFORE PROCEEDING WITH AFFECTED WORK. 5. CONCRETE BLOCK, BRICK AND OTHER MASONRY COMPONENTS SHALL PROVIDE ROOF LIVE LOAD PS NOTIFY THE ARCHITEC 0 URE LIRE SAFETY ON THE CONSTRUCTION SITE FOR ALL WORKERS, 0 DIMENSIONS ARE SHOWN TO THE F OE OF ROUGH-IN MATERIALS (EG. STUDS, BLOCK, ETC.) MINIMUM OF 1500 PSI COMPRESSIVE STRENGTH FOR CONC. BLOCK (ASTM C145); 8000 SNOW LOAD INCLUDNG DRIFT PSF 37 WI E. DIMENS ONS SHOWN TO A DASHED LINE INDICATE OBJECT PSI FOR EXTRUDED BRICK (ASTM C652) AND 4540 PSI FOR MOLDED BRICK. MEET ALL EMI UNLESS NOTED OTHER S DESIGNATIONS FOR FIRE WALL CONDITIONS. UNITS SHALL BE FIRST QUALITY, EMPLOYEES, VISITORS, AND THE GENERAL PUBLIC. A2.2 MAIN LEVEL PATIO PLAN ® FINISH WOOD CENTERLINE. ~ UL SNOW EXPOSURE FACTOR Ce 0.9 FREE FROM ALL DEFECTS. 3.C 3.OSHA/ EPA: FOLLOW THE CURRENT PUBLISHED OSHA A~dD EPA r ~In~ ~ BL CK = HREE RUNNING BOND BRICK COURSES = 8 INCHES. WALL SNOW IMPORTANCE FACTOR 1 STi 5. UNITS: ONE CONCRETE~~ 0 STANDARDS AND GUIDELINES FOR ALL ASPECTS OF THE PROJECT AS 1l Jl BATT INSULATION A3.0 ROOF STRUCTURAL PLAN FRAMING NOMINAL 3-1 /2 (WOOD STUD) OR 4 (METAL CHANNEL) UNLESS NOTED OTHERWISE. 6. METALS: STRUCTURAL STEEL SHALL BE NEW SECTIONS OF ASTM A992 GRADE 50 API APPLICABLE. STEEL UNLESS NOTED OTHERWISE. REBARS SHALL BE ASTM A615 STANDARD DEFORMED ERAL CONTR ~ CTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL BARS, Fy=60 KSI. USE STEEL HOT DIPPED GALVANIZED PER ASTM A123 WHERE NOTED. RIGID INSULATION A4.0 EXTERIOR ELEVATIONS ~ 6.OPENINGS: THE GEN Ai T L S EMBLIES SHALL BE SHOP WELDED WHEN POSSIBLE IN CONFORMANCE 4.F FLOOR, WALL AND ROOF OPENINGS ,FOR THE VARIOUS TRADES AND SHALL BE RESPONSIBLE TO ALL ME A A S 4.FIRE: TAKE ALL NECESSARY PRECAUTIONS TO PREVENT FIRES PROVIDE ALL SUCH OPENINGS, PROPERLY LOCATED, SIZED, BRACED AND SUPPORTED. WITH AWSI AND ASTM STANDARDS FOR CERTIFIED WELDS. WHEN NOT FEASIBLE, OR 'WALLS ON WHEN APPROVED, METAL JOINTS MAY BE FABRICATED FOR BOLTED CONNECTIONS. ALL ~ ON THE PROJECT SITE. MAINTAIN FIRE EXTINGUISHERS GYPSUM BOARD A4.1 EXTERIOR ELEVATIONS ~ AND OTHER FIRE FIGHTING MEANS NEEDED TO PUT OUT FIRES IN II~ ~ f 111111 ~ 7.LINTELS: PROVIDE LINTELS OVER HE OPENINGS OF ALL WINDOWS, DOORS, DUCTWORK, PIPES, CONNECTIONS (WELDS OR BOLTS) SHALL BE DESIGNED TO DEVELOP THE FULL WIND LOADS; EM EMERGENCY SITUATIONS. OPEN FIRES ARE NOT PERMITTED! FOR ANY EARTH ETC WHERE LOADS OCCUR. CONSU T WITH THE ARCHITECT WHEN LINTEL CHARACTERISTICS STRUCTURAL CAPACITY OF THE MEMBERS JOINED. PROVIDE STEEL BEARING PLATES PURPOSE. SHIELD TORCHES, WELDING EQUIPMENT AND OTHIER FLAME A5,0 BUILDING SECTIONS ~ L E ES FOR PIPE PENETRATIONS THROUGH WALLS, FOOTERS, ANCHORED TO WALLS WHEN STEEL BEARS ON MASONRY OR CONCRETE. WIND SPEED 80 MPH PUI ARE NOT SPECIFIED. PROVIDES E PRODUCING EQUIPMENT FROM SURROUNDING CONSTRUCTIOI~J. ~ ETC. PROVIDE LINTELS WHEN PIPES,PASS BELOW FOUNDATIONS. PRi 7. WIRE MESH: 6 J(6 1.4X1.4 WELDED WIRE FABRIC ASTM GRADED. WIND LOAD IMPORTANCE 1 SA SAFELY STORE OXYGEN AND OTHER FLAMMABLE MATERIALS IN ° A5.1 BUILDING SECTIONS ~ Q 8.JOINTS: CONCRETE SLABS, CONC ETE WALLS AND CONCRETE BLOCK WALLS SHALL HAVE AP 8. GROUT: COMPLETELY FILL ALL MASONRY VOIDS WHERE REBARS OR ANCHORS WIND EXPOSURE CATEGORY B APPROVED LOCATIONS AND IN A MANNER TO PROHIBIT 1.~=~'J COMPACTED FILL 0 ~ APPROVED EXPANSION JOINTS LIMNING THE MAXIMUM FLOOR SLAB AREA TO 500 SQUARE UN FEET AND THE MAXIMUM WALL LEN TH TO 30 LINEAL FEET. INSTALL JOINTS WHERE SHOWN OCCUR AND WHERE BEAMS OR COLUMNS BEAR. FILL ALL VOIDS USING 2500 PSI UNAUTHORIZED ACCESS TO SUCH ITEMS. USE OF KEROSENE AND A6.0 DOOR AND WINDOW ELEVATIONS L~ R HITECT FOR JOINT LOCATIONS AND DETAILS IF NOT CONCRETE GROUT, NOT MORTAR, TO FILL SUCH VOIDS. GA ON THE DRAWINGS. CONSULT WIT THE A C GASOLINE HEATERS IS NOT PERMITTED UNLESS APPROVED IIN ~ SECTION MARK: WRITING BY THE ARCHITECT AND BUILDING AUTHORITY. ~ INTERIOR ELEVATION DATA ~ H WN. SEISMIC LOADS: Wf SO 9.LUMBER: FRAMING LUMBER SHALL BE STRUCTURAL GRADE OR BETTER WITH A SECTION #/SHEET # Q I N OF THE D WINGS AND SPECIFICATIONS IS TO PROVIDE A PROJECT MINIMUM 1400 PSI EX1TtEME FIBER CAPACITY. USE LUMBER OF HIGHER GRADE AND PEAK VELOCITY RELATED ACCELERATION Av 0.077 5 f 9.INTENT: THE INTENT 0 , S.HAZARDOUS MATERIALS: INSTALLATION, USE, OR HANDLIING OF A6.1 INTERIOR ELEVATIONS AND DETAILS ~ u7 COMPLETE AND PROPERLY FUNCTIO ING IN EVERY RESPECT, READY FOR THE OWNERS STRENGTH WHERB SPECIFIED. VERIFY BUILDING CONSTRUCTION CLASS AND USE FIRE 0.1 AN ANY PRODUCTS CONTAINING ASBESTOS OR OTHER HAZARAIDOUS ~ ND USE WITHIN THE IME SPECIFIED IN THE OWNER/ CONTRACTOR AGREEMENT. RETARDENT TREATED LUMBER AND WOOD PRODUCTS WHERE REQUIRED BY CODES. PEAK ACCELERATION Aa OCCUPANCY A L DEDINTHE M? ALL MATERIALS AND LABOR REQUI ED TO MEET THIS END SHALL BE INC U E ND HE Y GLUING AND SEISMIC HAZARD EXPOSURE GROUP GROUP 1 MATERIALS PLAN VIEWS: ~ ~7 ~ o ORS' BID PROPOSALS HETHER OR NOT THEY ARE SPECIFICALLY SHOWN OR NOTED 10,WOOD BEAMS: CONSTRUCT WOOD BEAMS, LINT LS A IN CONTRACT NTINUiOUS MEMBERS USING FULL 1 2" PLYWOOD SPACER PLATES AND MIN ~ IN AN UNAPPROVED MANNER IS PROHIBITED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FILE ALL EPA RELATED ~ NEW METAL STUD WALL ~ ~ d' IN THE PLANS AND SPECIFICATIONS NAILING CO ~ SEISMIC PERFORMANCE CATEGORY B CO 16d RESIN COATED NAILS SPACED AT MAX. OF 12 INCHES HORIZONTAL AND 4 INCHES REI REPORTS, OBTAIN ALL NECESSARY PERMITS, AND CARRY QUIT ALL 10. PERMITS: ' VERTICALLY. NAIL MEMBERS FROM BOTH SIDES. USE STEEL PLATES AND STRAPS AS S01L PROFILE S4 NE NECESSARY PROCEDURES FOR THE PROPER HANDLING, REMOVAL AND U EXISTING WALL NOTE: MECH !ELEC. DRAWINGS ~ X ~ 0 THESE DRAWINGS ARE TO BE SUBMI~fTED FOR GENERAL BUILDING PERMITS ONLY. ALL PERMITS NOTED ON THE DRAWINGS. NO SPLICES ARE PERMITTED. USE PRE-ENGINEERED DISPOSAL OF ANY HAZARADOUS MATERIALS IN ACCORD WITH EPA BY OTHERS ~ NTRACTORS TO OBTAIN AND PAY LAMINATED BEAMS (PARALAM OR EQUIVALENT) WHERE NOTED. DI; AND APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CO At. FOR 10.W00D CONNECTIONS: BOLT WOOD TO STEEL OR MASONRY USING 1/2" DIAMETER STRUCTURAL SYSTEM: REINFORCED MASONRY SHEAR WALLS AND ALL OTHER LEGAL REQUIREMENTS. EXISTING WALL WITH NEW 0 = UNLESS DIRECTED OTHERWISE BY T E OWNER. INSULATION OR FINISHES. M1.0 MECHANICAL PLAN BOLTS, EXPANSION ANCHORS OR OTHER METHODS IF APPROVED BY 1T-IE ARCHITECT. TH THE ARCHITECT HAS NOT BEEN AUTHORIZED TO PROVIDE ANY Mt.i MECHANICAL DETAILS ~ ~ Z ANALYSIS TO IDENTIFY HAZARADOUS COMPONENTS AND TAKES NO _ _ EXISTING WALL TO BE REMOVED ~ Q E ONTRACTOR SHALL FURNISH OPIES OF ALL PERMITS AND ALL RELATED DOCUMENTS BOLT SPACING TO BE 24" ON CENTER UNLESS NOTED OTHERWISE. VERIFY THE BOND At` TH C THIN 1 WORKING DAY OF OF ALL ANCHORS IN MASONRY AND TO STEEL. PROVIDE STEEL ANGLE AND/OR STRAP = FROM BUILDING AUTHORITIES TO T E OWNER AND THE ARCHTECT WI EAMS FRAME INTO RESPONSE MODIFICATION FACTOR R RE RESPONSIBILITY FOR IDENTIFICATION OF ITEMS OR AREAS ~ ~ RECEIPT OF SUCH DOCUMENTS. DO OT PROCEED WITH ANY CONSTRUCTION WORK UNTIL CONNECTORS FOR ALL CONDITIONS WHERE WOOD JOISTS OR B CONTAINING SUCH MATERIALS. NEW CONCRETE BLOCK E1,0 ELECTRICAL PIAN • SITE ~ Z ~ BT INED. FOLLOW ALL DIRECTIVES OF LOCAL CODE OFFICIALS OTHER STRUCTURAL MEMBERS. DEFLECTION AMPLIFICATION FACTOR Cd = CC REQUIRED PERMITS HAVE BEEN 0 Q AND MEET ALL CODE i 11.CU1TING: DO INOT CUT THE TOP OR BOTTOM OF STRUCTURAL MEMBERS. DO NOT ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE REQUIREMENTS. ~ E1.1 ELECTRICAL POWER PLAN -BLDG. ~ Q ~ CUT MORE THAN ll.5% OF THE TOTAL CROSS SECTIONAL AREA OF ANY STRUCTURAL MEMBER UNLESS APPROVED BY THE ARCHITECT. N TE• ® BRICK VENEER ON FRAME WALL E1.2 ELECTRICAL EQUIPEMENT I DATA Q Q LOADS AND CALUCLATIONS PERTAIN ONLY TO NEW STRUCTURES. RES. 12. BRACING: PROVIDE JOIST BRACING AT MAXIMUM 10 FEET ON CENTER AND CLOSER H D WINGS. USE APPROVED HANGERS OR SEATS WHERE JOISTS DENOTES WALL TYPE AND ~ IF CALLED FOR ON T E RA FRAME INTO BEAMS OR HEADERS. INSTALL DIAGONAL WALL BRACING AT ALL EXTERIOR Wi GENERAL CONSTRUCTION. CORNERS AND AT 20 FEET INTERVALS IF WALLS EXCEED 40 FEET DETAILS OF WALL MAY VARY ~ ILl IN LENGTH. WALL BRACING SHALL BE INSTALLED TO COUNTERACT WIND LOADS BY TENSION STRESSING UNLESS NOTED OTHERWISE. ALL BRACING INSTALLATIONS ARE ACCORDING TO BUILDING 0 ~ SUBJECT TO-THE ARCHITECT'S APPROVAL. SECTIONS. a 11/14/05 Auth B ; '.caihoun ~ ~~~V" ADDITIONAL DATA AS D REQUESTED 0 BY DUBLILN PLAN REVIEW NOTICE ~ M OF NOV. 2, 2005 PERMIT 05.202001 9 REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV. 11, 2005 915 x S ~ ^ Jaron e~TaYrenhip I~,.---.._ u ~ f _ ~r~ ~ ~r Asphak x Pav't o I~~ r 1 ~Illlcll ~ Ret. • ~ ~~GONCn ruses-" I {r S f Li 51w~uxk t Wall ~.:.y- -l~" ~ ~ ,r ~ ~ ~ ~ ~~11>,IlllulululuHrupli ~~n Stm y i ll ~arWrr ~ Shawnee Hllls ~ „~d® iii 9 W) i ~ J 4ulfC~~ lJ' U lll+'~.~^ C t~ Y •.••y.• O h JI ill V G~~ I~ .b ~ ~k 1 i ~;C'L ..n, .251 ~ ~ ~ • • Stm Stm pspha t Pau't Stm _ 45 s~~ , AMES 0 NI ~ 1 ~l(rf~~ ~r~~~~r~ ~,..r~ ~olfc~ur _ CALHOUN 30.0 4.0 ~ ~ ~I,v ~ j, rv~Y~ ~ 5694 ~-n' Qi ~ iii ~ _ ~.-r~~~f1 ti ~ ~ i • ~ ~ ~ ~t 8,0 0 7.33,.' 7.33,, ~ U O f ~3 ail, ~~B r9uificJdNi,l~S{c Sr `~'-'~~(CC",J` `~n 1~ ~i ~C' 3 ` ~1 GaunLyGlub ; S ,~~~,:3 t _ }{/C~~"~f... 11 ~ is • • 5,0 ~ ; v h,, r: ~ C v 15.33 5,0 8.0 ~ ~J . ~ tfi~~ i I~ 1111 FR g ~ Jr , , J'3r'~~ti r~~l 3 7 ! 111/l U11~~ } .~~15-~A .r ,r ~ {r?,+ ( If ldllllllllllll111 ~ 25.66 EXISTING 25.66 ~ l ~Ir, ~,..sa , ~ ~~1.U, ~~s v ~r~ . f~ V ~I ~~~~1~~ {PROJECT ac j~i ~ RESIDENCE ; p s.o 7 8.0 15.33) , 1 Ott j ~ ~ )~.~-~f`1 f 4`. I~, i r _ t'~l Ill.`` ~1 i,j~ 1 ~~,.J~1~~ ~ "f +i " rn 1st floor EI = 922,5 verify 11.33 8.0 11.33 ~~r` ~ ~ ~ . ~ ~ ~I(~~ ~k 4~.,.,&°~ ..'IL+ 11„,Ir.~i ~`y, t~ s t 4.0' ~ ~ ~~fU~ Y lFi iii' T ~I~[rt~'h. i,Crr 1 30,0 20'(CIRC) 20 (cIRC) ~t~~,~;~~~,tC° ~ J'1~=,~ ° ~ r9 ~C~1(~~~~,~i'. ~ f~ ~ Z 13.33 7.0 - - - ;,.:ys'ff' ~i ~u_ ( ~ 1~ 9~4`~~f)~L ~~~v-~t v~~ //I`~ 251 O 1 5~~ ~~r;-r~~ ~ 1,, "~;~y~~~ 145 ~ 1„ F~ EDGE OF 100 YEAR t~ 33 I !y ~1~~~~~.}>}°~~ i 1I~~~''.;^ ~~I~~ f~ ~'~1~I ~r" - Z FLOOD PLAIN 1 `i+f ~~i~~r `~`"'~~t~,~~~,5 ~t~'~1.~~~ f ~~IL,~, ~q~~ JI< _ i4{~ 1~ ~ ' I( ~~Sl.'C,~G'`1 IC`~,fl~rt I ~p,~ k.'; z~.~. I' I v h 4 ~ EL 919.88 9Z ' k b",. 161 ~ 7.n 1~ S ~ N -5 N, H s?~ ~I~ .161 ~ 33 ~ J ~ It~ ~°'I PRIN7 DATE: 11/17/05 ~ f .1 I~ }tt ~ ~i_.~ Y j ~ w.--ff ~~,'~?c,~i~l ~~,:y~r ORIGIN DATE: 2!05105 p 07 ~ v.- f REVISwN: LOCATION PLAN 1~ 11/14/05 NORTH ~ 11/17/05 BUILDING PAD T12 „ _ D Scale. 1 - 30 ft a PLAN SHOWS EXTERIOR OVERALL DIMENSION .L DIMENSIONS D OF THE BUILDING PAD. Tl1TA1 CVTCTTAIC I TVARI G ADCA n o..rr•.• ivinLLni.iiiIV v" V {LnIXL anccI (EXCLUDING GARAGE AND UNFINISHED AREAS) = 1 :D AREAS) = 11,020 SF D TOTAL NEW LIVABLE AREA a (EXCLUDING UNFINISHED AREAS) = 2630 SF !630 SF 0 1190 TOTAL % OF NEW LIVABLE AREA = 23.8 % 0 I _ 1 I James Calhoun ~rchi~ec~ Inc. ~ 313 Walhalla Road Columbus, ON 43202 PROPERTY LWES ~ fel.(614) 261•bS2S fax (b14) 261.1093 J CARCT E C @COL U M B U 3. R R. CO M it 1 ~ L? o o~ I o i ~ o a x/i' 1~ t o ,~j 1? ~ a 3^Eg3p.61~ .~F'~ N13^395 / o 915 a 3.25' x 5' Elip. Conc. Inv. 911.31 ~ a~d~ ~ ~ol1lne 915 n / SuCVaV co HOtIC t0 API`" ANT E1~lGWEERINGC041P11 'S'CE 0 City of p~blin VIC ASSO' ATION RE E ~ ~ O ~ SEPpAATE 4WNEPo, AFr IRED BY DE D 1 APPIKOVED AS hOTEp ANO APPROVAL MAC FOR COMpLIA G ~ O U APPLICANT IS RESPONSI ~ I I , ~ ~ ~ 91S T OEEDAR~AACTIONS RE IU?AED B~ Tl~l. I, Ah 1{ ~ Q ilG 0 ~ ^ I 11/14/05 0 ~ ~ ~ ~ Ruth B : Calhoun s ~ 1 floor elevations ~ z 9jS 9 ~ ~ ~r ~ w $~'!B~ updated per ~ W more recent data from ~ ~ 915 FROM pU9LIC R•0•~• ~ Ch pEANNING O?V?S?ON surveyor of record. ~ ~ ~ _ 1 M C~ ~ ~ Q 1 fl Asphalt m 1 m d I p ~ F' ~ - by Pav't 9 Ret z o~° pU81.IN~ ~NI ~ ~ o O ~ rn ~ Wal ~ ~ CItY (!F PLAN REVIEW 9j CROSS HATCH DENOTES ~ ~ Q ~ 1 Well Stm h 1 o ~ 915 rQN'NG QTED AREA OF ~ ~~~~FQAS NEW POOL BU[LDING NOTE; FLOOR EL. ~ O O House 1 4 9 Asp alt Pa 't Stm 't`" v,Ad 2600 SQUARE FEET MODIFIED TO 913.25 ~ ~ 1 0 NEW FLOOR EL - PER DATA FROM Q 1 1 EXISTING CONTOUR JERRY CASSELL C7 > 1 A 1 I " P~ AT EL. 913 PIER 11/10/05 ~ 0 by 9 a EXISTING ~6~1~o SURVEYOR'S CONTOUR SINGLE HATCH DENOTES Z MAP AREA OF ~ N O U NEW PATIO AT UPPER LEVEL 0 ~ RESIDENCE; m 165 SQUARE FEET ~ ~ ist floor EI = 922.5 v ri ' PATIO EL = 9~~-f~i~Fl~ NOTE: PATIO EL. Asphalt Drive MODIFIED TO 922.33' 0 , PER DATA FROM EXISTING " ~ 915 - - - - - - - - - - - - - - - - - - - JERRY CASSELL 0 DRIVEWAY m A D ACCESS ~ 1 ~ N ~ ~ EI.919.6a J J 11/10/05 FROM ~ N ; vO` m j ~ ~ AVERY ROAD ^a -1 N, ~ NN, C] n . 9 .5 t t 1 ~ C ~ 0 i ~ 915 ~ 1 J ~ ~ PERMIT 05.202001 1 'Q r NOTE: REVISIONS PER DUBLIN PLAN r ~ HATCH DENOTES 100 YEAR FLOOD REVIEW NOTICE OF NOV. 11, 2005 1 eo r~ 1 ~ f ~ N PLAIN AREA (AT 913') BASED ON DUBLIN '~o I PANEL #39049C 0018) DATED MAR. 16, 2004 d J , 0 O, t , (DATA FROM ERIC PETEE 11/14/05) , O N 1 5 2' 0 m t 1`p111tD II i i I nHUUrigii ~.~~~~F. ~,'/''''iii _ ` :ti? 1 M sIO SITE PLAN ~ ~ JAMES : o • = * ' CALHOUN 1 T1.0 ll" = 40 ft 5694 ` . ti 3° 1' ~ 9 0' SITE SURVEY DATA SHOWN AS PROVIDED BY DOCUMENTS FROM ''''''~S~~~ED A~c~~`~~ 1 JERRY L, CASSELL, OHIO PROFESSIONAL SURVEYOR N0, 6378 1111°°It` 1 1 9 • 1' ~ 1 5 r 9 ~-~t~----__-~ ~ I-=--~-----_~ 0 2~0 40 $0 PRINTDA7E: ~~/~7/pg ORIGIN DATE: 2/05/05 REVISION: 1~ 11/14/05 11/17/05 D D D 0 SHEET D i D S1,60 D 1 I I Han ' drall wl1 Handrail with circular PROVIDE UNDERSTAIR PROTECTION HANDRAILS AND GUARDS N . 1 1 N II I R311 AND R3 ' r prove a 2004 RESIDENTIAL CODE OP OHIO e uivalent RESIDENTIAL CODE OF OHIO q Br 2004 equivalent graspability, James Ca{houn ~rchi~ec~ Inc. 48 4 FOUNDATION NOTES 4M 3 m 4'-0" T-4" 25'-B.. 25'-B" T-4° 4'-0° GENERAL: ~ 313 Walhalla Road Fi / F6 FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. DO NOT PROCEED WITH ~ Columbus, 0+143102 IN Bl. F DU ~ ITY ~C _ R 24'-2" TOP OF BASEMENT NEW WORK UNTIL ANY DISCREPANCIES ARE RESOLVED WITH THE OWNER AND le~.(614) 261.6525 EIFS EXTERIOR PER SPEC 20 2 NOTE: LL CONC. BLOCK CORES NOT F3 F2o R 30'-0" SLAB EL VARIES THE ARCHITECT. 0 fax (614) 261.1093 HALL BE INJECTED I I F20 F3 F20 p GROUT D FULL S ° _ _ _ _ F20 _ _ _ _ _ _ _ _ _ _SEE SECTIONS, -FI FOAM #6 REBAR FULL HEIGHT OF BLOCK G . _ WITM BLOCK 11 /14/05 I F20 - ° WALL AT 48 OC. GROUT INSU ION CORES FULL W/CONC. GROUT Auth B : ~ Calhoun - -i F20 ~ ~ ~ F1 REMOVE EXISTING TOP SOIL AND ORGANIC MATERIALS IN AREAS EXCAVATED ~CARCTEC®COLUM6US.RR.coM FOR NEW CONSTRUCTION. VERIFY THAT NO OLD SUBGRADE STRUCTURES ~ Y ~ Fi/F6 Fl / F6 F 5 i OR MATERIALS REMAIN IN THE EXCAVATED AREAS. EXCAVATE ONLY TO ERIOR BLOCK Stair riser and tread b FINISH PER SPED. ° - i TINT LAP BARS MIN OF 10 - 3'_1~, DEPTH NEEDED FOR FOOTERS AND CRAWL SPACE. VERIFY LOCATIONS OF ~ " BASE dimensions i" ~ Flo ~ CT COVE _ _ _ _ _ _ _ _ _ ~ F20 R b'-4 7/8° EXISTING SUB GRADE UTILITIES, STORM LINES, ETC. AS POSSIBLE PRIOR TO ~ F20 EXCAVATING. CONSULT WITH OWNER AND ARCHITECT TO DETERMINE NEED ~ IN 4"THICK CONCRETE revised to conform to Dublin I _ _ . PROVIDE TERMITE BLOCK AT I I _ _ LAB WITH EC. THIS LOCATION WHEN NOT standards. 1 - I AND MEANS TO RELOCATE SUCH ITEMS. TOPPING PER SP ° F I I I ~INISH GROUTED FULL FOR REBAR. I I I F5 / F8 I I I I ~ I F5 i F8 I I r,"per"renpem,t ~ F2 NEW CONCRETE FOUNDATION PAD PER DETAIL NOTED. CAPER EDGE OF malntaln propu elrl torah I BOARD L. , F ~ I LI- - - - ,NSULATION ° . - - PER FLOOR REF. E - - _ I I - I ~ ----I- n.,~ _ _ _ _I_ _ ma°~• ~I "Q""°° 14'-0" veri F3 CROSS HATCH DENOTES NEW REINFORCED CONC. BLOCK FOUNDATIONS iv F2 I - «r PER SECTIONS AND NOTATIONS. RADIUS WALLS MAY BE FORMED WITH TWO ~ q p F16 - ( I ~FiS / F8 i I ~ Q WYTHES OF MASONRY UNITS -SEE DETAIL. • . I Fi 0 a fV PS , F1 .1 ~ ` SLOPE AWAY FROM BUILDING MASK STRA I - I , I ( 9 0 I ¢ F4 POCHE DENOTES NEW 8" CONCRETE BLOCK FOUNDATION WALL PER ~ ` ° ERMITTEq ~ ~ ~ ~ I NOT P I I F2 N I I 6 MIL ' OLYETHYLENE I~ r: 81 F5 / F8 PO BARRIER ON MIN. I I VA ~ o m I I F5 / F8 F4 - - i- TYPICAL SECTIONS. OF 4RAVEL FILL I v I ~ ~ I ~ F5 HATCH DENOTES RAISED SLAB AREA TO PROVIDE SETTING ~ ~ I u o ~ODMPACTED 91 ~ ~ _ o F20 w PAD FOR POOL UNIT OR EQUIPMENT. CONSULT POOL AND SPA INSTALLATION ~ F20 I O ~ Q INSTRUCTIONS FOR PROPER SIZING, LOCATION AND HEIGHT. ~~FILL B R INTO I ~ ND i g~-~I-- SAS REQUIRED ~ #5 TIE A ~ ~ ~ FTG. AT MAX. 48 OC A F3 ~ F9 WATER F11 m ' N ALL LOCATIONS WHERE I ' ` ~ FPl - DETAIL A1! . - ~ - OC. = 904,_5, Pl - DETAIL A15 - ^i/ "i HEATERS~O ~ F6 NEW CONC. SLAB 4" THICK ON MIN. 4"GRAVEL FILL AND OVER 6 MIL. „ < OTHER VERTICAL E . o . _.I_ - - T 2 RIGID STYROFOAM REINFORCEMENTS OCCUR f I I TOC. = 904'-5" --_.I-..; j , -.F20_._._._. POLYETHYLENE VAPOR BARRIER. FINISH SLAB PROPERLY TO RECEIVE ~ I,A iv I ELEC. L L INSU TION BOARD FOR BEL W ° ~ ~ SUMP ~ APPROVED FINISH TOPPING. ~ I AND PUMP I O GRAD APPLICATIONS GROUT PANEL F14 FILL WITH CONC. I F20 I AT REINFORCEMENTS o i F20 F7 LINE DENOTES CUT JOINT IN CONCRETE SLAB -TYPICAL WHERE SHOWN ~ Q a; ° 8 3000 PSF CONC. FOOTING ~ o I I AND AT SIMILAR CONDITIONS. CUT TO MIN. OF 1 1/2" DEPTH AND FILL _ _ _ WITH URETHANE SEALANT. 0 ~ ° ~ 1 11 /14/05 ~ IF17 HOSE BIBB AND o F3 F20 CARRIER AT 48" _HOSE BIBS AND p20 WATER F17 F8 CONSULT WITH AND COORDINATE ALL REQUIREMENTS FOR THE POOL ~ v e , e e Auth By:~.calhoun a -.-.-•-.L_.-----•-•--~---- _ CARRIER AT 48" AFF _ _ L _ TREATMENT 1 _ I ~ _ _ _ _ _ FOUNDATIONS, BOTTOM SLAB, FRAMING, ETC. WITH THE POOL AND SPA ~ • ~ i ~ I I MANUFACTURERS AND INSTALLERS. 0 Q ° 3 #5 R'~EBARS CONTINUOUS D - ' Plans correction notation #1 M I I ~ I -IN ~ i I -Fi/F6~ i ~ ~ 0 • ° • Note to Plans Examiner: Fi / F6 - • e (~1 , e . . I k e I I ~ F4 F9 STEEL COLUMN PER STRUCTURAL. i Contractor shall supply report ~ _ 4 I 1 ~ from testing o o F7 i UNDISTURBED BEARING inimum 2500 ~ I I I F10 NEW STEPS CONSTRUCTED OF STEEL CHANNELS WITH CONC. FILLED ~ ~ ~ ~ ~-F7 I ~ STEEL PAN TREADS AND RISERS, SUBMIT SHOP DRAWINGS FOR APPROVAL. 0 ~ ~ SOIL • MIN 2500 PSF agency venfying m 2 -0 CAPACITY. ~ I FP2 - DETAIL Al ~P2 - DETAIL A15 I I Q PAINT FINISHED ASSEMBLY. Z d" psf soil brg. ~,Ts;-~ TOC. = 912' 9" eapaclty at time of footer _ . _-I_. . - . - TOC. = 912' 9" ~ ~ ~ ~ ------I----- P 1.-. ~ 0 0 c - N GRAD tion. i_=~~ Ok~~ i ~ ~ X Q>? _ F UNDATION DETAIL FOR SLAB 0 lnspec YPICAL 0 F4 'c 11 /15/05 ~ C2. SEE NOTE 5 C2. SEE NOTE S5 i ~ p Fll LOCATION OF STORM DRAINAGE STRUCTURE; SEE STORM DRAINAGE PLAN; rU J „ _ , „ SLAB ON GRAVEL AB ON GRAVEL FILL I F11 COORDINATE WITH LANDSCAPE DRAWINGS AND REQUIREMENTS. 0 = ,I 1 -10 ~ ~ TOP OF SLAB EL, 91~ 3F SLAB EL. 912' 51/2" ~ I 13~_4~~ 4'-0" F12 COORDINATE WITH OTHER ARCHITECTURAL PLANS AND THE LANDSCAPE ~ I~>.~ z_ I I I I ° ° I I I I F13 ~ I PLANS REGARDING NEW FOUNDATIONS FOR PATIO AND STEPS. 0 0 -1 I , I i F4 / F12 F13 NOTE NEW PLUMBING UNDERGROUND REQUIRED IN THIS AREA TO SERVE NEW ~ ~ ~ ~ 10 ~ I i ? I RESTROOM FIXTURES, HVAC SYSTEM OR OTHER EQUIPMENT Q I I d. n n A O 3 i/4 3 1/4 FOOTINGS WITH REINFORCI 1 ~ Z ~ ~ _ _ _ _ FIT BETWEEN - I B I - ~ EXISTING FIT BETWEEN . _4 ; _ _ iv 0 ?.VI:4S M ~ SHALL COMPLY WITH SECT NE~e I I I COLUMNS COLUMNS I EXIST. FLOOR I ~ I `F~1 / F6 2 WORKING DAYS ~ Q o X50.50 OE: THE 2005 i ~ I I I , EL.913,2'VERIFY I I O BEFORE YOU ~ > I - - 1 . o . _ ao i I I I DIG o 0 C~ I ~ ~ / A - - - - o p -1" ~ _ _ _ _ CALL TOLL FREE $Q~-362-2764 Z ~ I M _ I I I I OHIO UTILITIES PROTECTION SERVICE ~ ~ I~ EXTERIOR FACE I ~ n I r " I I i " I MAINTAIN!, PROTECT ~ 4-0' 15-4 4-SO ~ 4 1( OF EXIST. BLDG. 4 -SO ~ 4 -10 15 -4 4 "0 EXIST. AC; ELEC AND REF. LINES F14 36" X 80" X 13/4" INSULATED FLUSH STEEL DOOR, SET INT018 GA HOLLOW 0 BASE PLATE PLAN I STEEL COL, PER STRUCTURAL ~ 10'-0" ~ •0" 10'-0" I I METAL FRAME. PROVIDE WITH 3 BALL BEARING HINGES AND LOCKING T , I I HARDWARE. LOCKS TO BE KEYED TO HOUSE MASTER SYSTEM. ~ ' ~ 3 4 I I 1 2 + I 4 0 00 I I ' I ' ~ _ J~ _ F15 16" X 16" PILASTER SET INTEGRAL WITH WALL. (2) #6 VERTICAL ~ __.J~, _.__.__.__._~1~ RESARS, GROUT FULLAND PROVIDE STEEL BRG. PLATE FOR STEEL IER PAD ON COL, LINES _ 1 'v CENT v ~ BEAM. DO NOT SECURE BEAM TO PLATE. ~ ' i H WAY ~ I EAC NOTE: NEW ADDITION CENTERLINE ~ ' ~ 28'-21/2" ~ /verify C I I I + + ON CENTER OF EXISTING DOOR OPENING. F16 FOitMED CONCRETE WALL OR PARTIAL HEIGHT BLOCK WALL ALONG THIS LINE TO PROVIDE STEP FOR POOL OR SPA BASE AS NEEDED -SEE SECTIONS. 0 n n I ~ I STEEL BA E PL 10 X 10 X 3/4 W/ i ~ VERIFY HEIGHT OF STEP REQUIRED PER POOL OR SPA DEPTH. 4 THRE 'DED BOLTS 5/8 0 I 6 1/2 ~ Concrete lintels shall X 1 2 LO G PLUS 2 HOOK W/ , , ER AND NUT. I ~ TOP OF NEW CONC. PER REF. EL. TOP WASf~ _ _ ear 8° fClln. pa, p,0~~ F17 PROVIDE CONC. LINTELS WHERE STEPS IN FOUNDATION WALL EXCEED PERMIT 05.202001 24"; (1) 4X8 LINTEL FOR EACH 4" WIDTH OF FND. WALL. REVISIONS PER DUBLIN PLAN ~ SET ON S EEL SHIMS AND = = 11 /14/05 + REVIEW NOTICE OF NOV. 11, 2005 1" NON SHRINK GROUT - 'I' ~ Auth By: j.calhoun ' ....t-.-. NOTE; WELDED CONNECTIONS TYPICAL A10 BASEMENT AMID FOUNDATION F18 PROVIDE THICKENED SLAB BELOW LOAD BRG. FRAME WALL. THICKEN I Z TO 8" X 16" WIDE W/ (2) #5 RESARS. Plans correction notation #1 -"-"'r'~ FOR THIS CONDITION -SEE NOTE S15 Note to Plans Examiner: Al Scale: 1/8" = 1'-0" Contractor shall supply report VERIFY BEAM LOCATIONS F20 #6 VERTICAL REBAR AT THIS LOCATION AND ELSEWHERE AT MAX. • ° from testin RELATIVE TO CUT OUT REQUIREMENTS S10 (TYPIC • ° ° , ; #5 RIEBARSAT 8 O.C. EACH W g FOR THE POOLS ~S10 (TYPICAL ALL JOISTS) SPACING OF 48" OCAS SHOWN ON SECTIONS. N o • Q LL PADS. a enc veri ing minimum 2500 ~ ° 'a ~ . TYPICAL IN A g Y fY ~ 'o a ° • ° ~ ° ° ° sf soil brg. II II ° , Q' ° p BEAM Bi: SEE NOTE Sl S15 BEAM BL SEE NOTE S1 STRUCTURAL NOTES 't t time of footer si5 rv capacl Y a -I . _ . _I. _ ~~~~`~1~~~tiu?luulupurrgi//// ~ u: u. ° • ° ° • ins ection. - J ~ - - . , M p 4,`` \ I I S1 SIDE OF CO UMN. EAST END BEARS MIN 6S ON STEEL PLATE SET ON MASONRY ~,~•"O ~ 'c 11/15/05 ~ VERIFY SOIL BEARING CAPACITY _ - 6" CSJ 20 GA , i WALL. DO NOT FIX BEAM AT WALL. (23' 0" OL LENGTH, VERIFY) ~ ~ - ' " ' " "HICK AT MIN, 2500 PSF. @ 24" OC FP1 FOUNDATION PAD 1- 3 8 X 3 8 X 14 T --I - _ I _ I _ _ _ ~ S2 NEW STEEL BEAM: BEAM 62; W 8 X 21 / A50 STEEL; COPE ENDS TO FIT ` tra JAMES ~ _ _ y INTO AND BOLT TO BEAMS B1 AT EACH END. (19' 11" OL LENGTH -VERIFY) CALHOUN , n , u n ~ FP2 FOUNDATION PAD 2= 3 0 X 3 0 X 12 THICK I III I SOME BEAMS HAVE TOP ANGLE 31/2" X 31/2" X 3/16" -SEE SECTIONS. -x * ! '_1.F ~ r I ~ 1 ( _ ~ BEAM 63; SEE NOTE ~3 S3 NEW STEEL BEAM: BEAM 63: W 8 X 10 / A50 STEEL; BEAM IS CONTINUOUS ~ ~ 5694 ~ S8 I I EAM B2; SEE NOTE S2 )TE S2 S8 ( I ~ ~ I OVER MIDDLE WALL, BEAR ,MIN 3" ON. STEEL PLATE AT EACH END AND AT ~Cf•••.~•.'• ~~w\ I I I I m I S7~-? I ` I VERIFY POOL CUT OUT I S7i?! I S15 MID WALL (23 2 OL LENGTH - VERI€Y) 'I, ///~~~i~s~~~+ED • A~G~\\\\~~~ TOUT I ~ I I i S4 NEW STEEL TUBE COLUMN: C1.4 X 4 X 5/16 , NOTE THAT COLUMN IS CONTINUOUS rrllAl111111I1U YPICAL COLUMN PAD FOUNDATION I ~ I T I - I I I Tempera~npltmustn t exceed I 6" CSJ 20 GA TO UNDERSIDE OF SKYROOF STRl1CTURE. SEE DETAILS. ~ j l i I (2) 6 CSJ 20 GA I I I I BEAM B2. SEE NOTE S2 I 82° F.0. are air each nge to I ~ ~ = - - ~ \ ' malntaln~l~erairtempe aturek I ~r JTE 52 I I required. I I I ~ ~ ~ ~ I~ ~Q 24 OC 1" =1' 0" I I ~ k ~ - I - ~I I ~~I I i I~~ S5 TO UNDERS DE OF SKY OOF STRUCTURE SEE DETAILSAT COLUMN IS CONTINUOUS _ LOAD BRG. I I ~ - ~ _ • - C---- - - - Qr J{'~ I S6 ,I I I I / REACTION / DE LECTION CALCULATIONS FOR BEAM B1. W 12 X 40 / A50 STEEL METAL STUD I- ~ I • Solution WALL W r ~ ~ VI' VERIFY SPA I I S6 PROVIDE SLOTTED CONNECTIONS AT THESE LOCATIONS TO ALLOW BEAMS TO Confi uration In^,,~ut. . / { i I I rh= O.ODC)OOe+00 pounds 6" CSJ I i ~ Units. Im era - I _ _ ~ .T--.-- ~6" CS] X20 III I ~ i 'CUT OUT ~ ~ BE POSITIONED UP TO 1 1/2" OFF DIMENSION LINE, EITHER DIRECTION. I Semple suppo s, var+a... I I p - rR = D.40o0oe+00 pounds ~ 18 GA @ 24" I ' t I L ; feet I 16" CS] 20 GA ~ ~ ( ! ~ i mL = O.ODOOOe+00 pound-feet { ( I I „ I I I @ 24 OC -ill 9 0 i II - S16 S7 STEEL ANGLE TO BE WELDED IN PLACE AFTER POOL UNITS ARE SET. BELOW EA . I p: 2500._^~-_-.~..,._ pourids i j JOIST) @ 24 pC 11 VERIFY POOL CUT OUT ~ III II I ~ I I 31/2" X 31/2" X / 3/16" -SEE POOL EDGE DETAIL JT OUT I ~ _ S8 FORM EDGE OF UPPER CONC. DECK TO FOLLOW CURVE OF SWIMEX UNIT ; ~ mk = O.OOOp0e+00 pound-feet I I V~ I _._a~ __T,. j I I I I ! a : 10 feet s--~ Solve ~ vMex = O.000OOe+00 pounds I r` I I iR I II I . { 'u ! ~ ~ i nds toot ~ mMax = 0.40000e+00 pound-feet ~ I I- - BEAM B2, SEE NOTE S2 S8 III I II ~ ' (2) 6" CSJ 16 GA ' ~ CAP -SEE ARCHITECTURAL PLAN. _ , I ~ w: 520 you f I vMex s --M + i , _ ~ ~ ax = O.000OOe+00 Lb/s In I S M OTE S2 58 i .0 S10 NEW STEEL "C" JOIST DESIGNATIONS BASED ON EPIC STEEL CSJ SERIES. ~ I I II ALL STEEL TO BE PRIMED AND SPRAY PAINTEp WITN ALKYD BASED RUST I ~ ~T'I Lb s m sM 4 I i ~ E: 29000000 ~ { •vMmt # ! ; _ ~ i .000e+00 in ( -=1 ="1--~--•~= -.I -j{t"---~- INHIBITIVE PAINT AFTER FORM DECK IS WELDED IN PIACE. PROVIDE WELDED yMax -0 I - -I- I r-------'1 ^ f I - ~ I :1310 iq C1; SEE NOTE S4 RU - - -III 1: SEE NOTE S4 ~ CONNECTIONS FOR JOISTS AS NOTED AND WHEREVER REQUIRED, AND OF f ~ , --.1 j at X = 0.40000e+DO feet ~ , I I POOL COVE DRU - - - k ` s: 51,9 in - _ - - - - _ - _ I~~~ THE FORM DECK 70 THE JOISTS. ( -'I'I!'---"~" PRINT DATE; 11/17/05 C i _ I ! - I I I N _ _ II ~II~.~I I S11 COORDINATE WITH REQUIREMENTS OF THE POOL INSTALLATIONS TO PROVIDE ORIGIN DATE: 2/05/05 I 0 STEEL - _ _ - 7 - - I NECESSARY COMPACTED FILL AND CONCRETE SLABS TO SUPPORT BOTTOM OF REACTION / DE LECTION CALCULATIONS FOR BEAM B2: W 8 X 19 / A5 I ) I 1 Solution I _ ~t--S12 BE M B S12 i LI i ~ POOLS, TYPICAL. IS12-~ I I~- III ~-~I I'tEV1810N: Confi uration in ut ~ ~ ~ I~ nit : ial ~ ~ rl =100q•OD pounds - - I 6" CS7 20 GA Simple suppo s, varia... ,r. ~ U s . Imper I~ i y I 1 --I } ' rR = iD00.00 pounds i I ~I I S12 TYPICAL NEW CAST CONC. COLUMN PAD. SEE DETAILS D 11!14!05 ALL SHEETS i feet @ 24" OC i ~ L: k20_ _ i I f { mL=OAOOOOe+00 pound-feet - I I 1 , ~ - ~ S13 E # REBAR DOWELS WHERE NEW FOOTINGS AND SLABS AND ABUT r I I PRONTO 5 I ! ! P: 1L800 .pounds ~ mR~= O.D0040e+OD pound-feet { I I I - ._.._.m_.-.. ~ I 1 I EXISTING BUILDING FOUNDATIONS OR MASONRY WALLS. TYP. BARS 16" LONG AT 2 11117/05 a : 4,5 feet ~ vMex = 1000.00 pounds { „Solve»• ~ ~ I 12" OC AND GROUTED INTO EXISTING WALL OR SLAB 4" DEEP. . x I ~--H i ! w:1200 poundsJfoot ~I ~ mMax=6b5G•67pound-feet ~ ~ l i ~ ~ „ " vMex z ~ ~ ; sMax = 5263.16 Lb/s in I (2) 6 CSJ 16 GA (2) 6 q , (2) 6" CSJ 16 GA 15 PROVIDE 6" X 20 GA TRACK CONTINUOUS BENT TO CURVED WALL; ANCHOR TO WALL WITH 1/2"!3 X 4" EXP. BOLTS AT 24" OC. WELD FLOOR JOISTS t ~ wMax I i::~29000DD0 I Lblsgin ~i l I ; i I yMaz = -0.257 in INTO TRACK CHANNEL. ' ~ i I: ;61,9 I in^4 ~ i , w - - - at x = l0.OD00 feet I I mMra I I S16 FOR CURVED FOUNDATION WALLS, CUT BLOCKS AS NEEDED TO FORM CURVES s: ;15,2 ! in I ~ f i { ~ ' ' SUCH THAT BLOCK VERTICAL GROUT JOINT IS NOT LESS THAN i/4" G ! i AAIII I1f1CC A4l~T CVf GCf1 1 /7~~ tnrrnru nM GvrGQrno crnG el I RI nrv nti n SHEET A11 FLOOR FRAMING PLAN f1YV VVL.7 L/ILLV ijG V .t - "I Luv.-- ~n Z CURVES IS TO BE PARGED ON THE EXTERIOR SIDE 0 Al Scale; 3/16" = 11'-0" D ALL WOOD WITHIN 8" OF Als 0 ' HIN 8° OF GRADE o TO BE PRESSURE TH SURE TREATED o i i ~I GONS7RUCTION NOTES / SPECIFICA710NS ]ames Calhoun ~rchi~ec~ Inc GENERAL; FOR ALL PRODUCTS USED IN THIS PROJECT SUBMIT SAMPLES, CUT ~ 323 Walhalla Road A2 SHEETS, SPECIFICATIONS, AND OTHER PERTINENT INFORMATION ~ Columbus, ON 43202 CREATE CURVED BLOCK WALLS TO THE ARCHITECT AND OWNER FOR REVIEW AND APPROVAL PRIOR fel.(bl4) 261•bS25 USING 8" X 8" NOMINAL SIZE PA710 TO ORDERING. ~ fax (b14) 2bl•1093 CMU. CLIP INNER EDGE OF ALTERNATING PER Al DARKER SHADING DENOTES S CODED; JCARCTEC®COLUMBUS.RR.COM BLOCKS TO PROVIDE A MINIMUM 1/4 LANDSCAPE LOWER DECK AREA -SEE SECTIONS / DETi „ ECTIONS /DETAILS AND MAX. 3/8 EXTERIOR VERTICAL PLAN , n Al SHADING DENOTES NEW 4" CONCRETE SLAB OVER COMPACTED GRAVEL BASE ~ JOINT. 18'-81/2" OUTSIDE RO -VERIFY R 30 -4 I I SEE DETAIL A21 I I I I AND 6 MIL POLYETHYLENE VAPOR BARRIER. PROVIDE SAWN JOINTS PER ~ FOUNDATION /SLAB PLAN AND DETAILS. PROVIDE THERMAL BREAK AND THIS SHEET _._._._._._._._.L.-----1_.-._._._._._._._._._. .J. - - - 1-. ._.-•-------.L._.---~-----•---~--- INSULATION AT ALL EXTERIOR PERIMETER CONDITIONS PER SECTIONS AND ~ - ~ DETAILS. ~ I I 5 -8 ~ ~ 5 -8 I I I ALL CONCRETE SLABS SHALL SLOPE TO DRAINS. COORDINATE AND VERIFY ~ I FULL BLOCK A22 A2 A11 A2 SMOKE DETECTORS REQ'p PER DRAIN LOCATIONS AND UNDERSLAB REQUIREMENTS WITH THE POOL ~ I I I A9 A9 I A22 j CLIPPED BLOCK ~ SECTIION 8313 INSTALLER PRIOR TO INSTALLING THE SLAB. VERIFY THAT ALL UNDERSLAB 1 I 1 FULL BLOCK PARGE EXTERIOR BATTERY BIACKUP REQ'p COMPONENTS FOR MECHANICAL, ELECTRICAL, STORM, SANITARY AND OTHER 0 SIDE OF CURVED I I A3 I ~ A3 ~ I 20Q4 RESIDENTIIAAI. CODE OF OHIO SERVICES ARE IN PLACE PRIOR TO PLACING CONCRETE. CLIPPED BLOCK WALLS PRIOR TO I I ~ I I A13 APPLICATION OF A5 _ _ _ _ i PROVIDE MOCK UP SAMPLES OF SLAB FINISHES PER SPECIFICATIONS ANp 0 I--~-~ I - - - ~ ~ WATERPROOFING F - - x - -I-~ - - - DIRECTIVES BY ARCHITECT FOR REVIEW AND APPROVAL. PROVIDE AT LEAST THREE (3) 24" X 24" MOCK UPS. PRODUCT STANDARD FOR CONCRETE SLAB 0 NOTEc AT SOME OR ADHESIVES. I pDq I HYDR~WORX I I DD5 ~ FINISH ON MAIN FLOOR AND OUTDOOR PATIO AREAS; NATURESTONE IN • LOCATIONS PROVIDE AN x700 ~ ERIES I I ° I I I ~ I ___I INTERNAL WYTHE OF SOLID I ' i ~ T-`------~ SEE DETAIL A21 MIX, COLOR AND FINISH AS APPROVED BY pWNER. D THIS SHEET I A19 j ~j------~ j I I 4 CMU SECURED TO I O THE 8 BLOCK WALL TO I I I I ~ I I I ~ aa A I I I A2 COORDINATE WITH LANDSCAPE DESIGN TO PROVIDE PROPER FINISH GRADES I AND STRUCTURES FOR THIS AREA -TYPICAL ALL AREAS OUTSIDE OF BLDG. 0 SUPPORT FLOOR ~ I I _ ( I U 6 I I I FRAME MEMBERS ° I Ali I ~ I ~ ~ I j SPA ~ I A'. I A13 A3 GENERAL CONTRACTOR TO PROVIDE NEW CONCRETE PATIO, WALKWAY, ~ Z ~ I I o I j ~ I I I STEPS, ETC. AS SHOWN AT THIS LOCATION. iN GENERAL NEW EXTERIOR A8 I rT -TI I I I I All MlAG WORK SNAIII BE INSTALLED SURFACES SHALL BE 4" THICK 4000 PSI AIR ENTRAINED CONC. WITH ALIGHT ~ Q RETURN A5 'll I I A2 AIR IN A20 I I IN ACCORDANCE WITIH THE 2004 RCO SWIRL FINISH. SLOPE TO DRAIN AWAY FROM BUILDING OR TO STORM DRAIN. 0 ~ PROVIDE FINISH FOR RECEIVING NATURE STONE TOPPING WHERE NOTED. U D TAIL FOR CURV D WALL -PLAN VIEW I o - Exr II A19 I I A21 BLOCK E SIDEWALL SWIMEX 7 r ID L___ ___J II 1 ~ 0 Z „ I I 1 Il j REMOVE EXISTING SLIDING DOORS AT THIS LOCATION AND REPLACE WITH ~,•J A2.0 Scale; 3/4 - 1-0 I I A7 , _ I ~ I I A13 A4 NEW SWING DOORS AS SHOWN. PROVIDE KEY OPERATED DEADBOLT LOCKS ~ ' ~ A13 FOR ALL NEW DOORS WHERE SHOWN. COORDINATE WITH OWNER TO MEET O ~ I ( I ~ ~ A20 ~ IN FLOOR -7~- . I p) RA IN FLOOR ALL LOCKING MECHANISM AND TYPE REQUIREMENTS. J~ a ~ ~ ~ I ' MECH ~ I ~ I ' i» A12 A9 A12 r--- ~ A22 A22 A5 NEW POOL AT THIS LOCATION TO BE INSTALLED IN STRICT ACCORD WITH D11 I glass I BDXE' I THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND DIRECTIONS. ~ z ~ I door I I door I ~ I VERIFY THAT ALL CONDITIONS ARE PROPERLY PREPARED FOR THE O - - - INSTALLATION PRIOR TO PROCEEDING. DO NOT PROCEED WITH POOL ~ O r I - I- ORDER WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND ~ ~ ^ f y I ! ~ 10 VERIFY KET7LER ~ ~ Al0 A DO ~ VERIFY DOOR AGREEMENT ON ALL SPECIFICATIONS. WC, I ![NVERS[O ! j A20 I TYPES, . TYPES, SIZES ~ ~ ~ O 2 2 AND SPI I _ _ _ I ! _ OWNER AND SPECS. W/ h COORDINATE WITH OWNER AND CONSULTANT FOR REQUIREMENTS OF z ^ OWNER A6 TV CABINET AT THIS LOCATION; PROVIDE ALL ELEMENTS NEEDED FOR ~ F' ~ z ~ I 30'-4" I r 8'-4"I 8 -4 , PROPER INSTALLATION INCLUDING CABINET, POWER, VENTILATION, 0 Q ..J I Alll pool and spa units _ COUNTER TOP, ETC-PER APPROVED SHOP DRAWINGS AND REQUIRED ~ ~ ~ y------ - - A14 ~------I EA I rt----~I I GOLF DRI~ING AR A14 shall have covers in SPECIFICATIONS. C] I Ag I i~ I I BIKE I AND LO~INGING ~T1'~ I I PA7J0 accord with local ~ - ~ Z Q C, / I I' ~ ~'I I ~ I I' I I I ~ I 1 ROM PA7J0 code requirements. ~ A7 CONSULT WITH OWNER AND ARCHITECT REGARDING DETAILS FOR Q '~--1----- ~ --I-I-~-- Ll_. PER p - - 1-•---•-~---~---~---~---~-----~~ fi Do - _ PER _ INSTALLATION OF POOL COVERS. COORDINATE WITH MFG. TO MEET o A2 11/14/05 ALL REQUIREMENTS FOR THE POOL COVER INSTALLATION. ~ ~ Q I ~ III f 1 I I I I)- , ~ I I' ~ ~ 'I I ~ I I ' LAND. LANDSCAPE i. Auth By: j. calhoun __________________________________i { Al I I ' PLAN PLAN NEW SPA UNIT; VERIFY SIZE, DEPTH AND ALL DETAILS OF THE UNIT ~ Q A3 A8 AND INSTALLATION REQUIREMENTS WITH THE OWNER AND UNIT 0 I PRECORE I I ~ I I I ¦ L-------~ i I I I j MFG. PRIOR TO ORDERING. COORDINATE WITH UTILITY Z 00 ~ ~ I I A14 i I I' A14 CONTRACTORS TO MEET ALL REQUIREMENTS AND PROVIDE A ~ ~,J I I I I I COMPLETE AND PROPER INSTALLATION. PROVIDE COVER FOR SPAIN ~ (1! ACCORD WITH OWNER'S SPECIFICATIONS. ~ i I A9 I ~ ~ A9 G ) M1NI~YM I OApI ~ I a ~ A10 I I A10 A19 8 I ~ I I r I A9 r I ° A9 FORM ISOLATION JOINT IN CONC. SLAB ALONG LINE WHERE SLAB ON DECK MEETS SLAB ON GRADE. PROVIDE SAWN CUT JOINT ~ ' 5'-1" 1-6" I I;....,I I I i I.....,I - OUTLINE OF PATIO ABOVE AT OTHER LOCATIONS NOTED, CUT TO MIN 1 1/2" DEEP AND FILL WITH ~ C ~ I BENCH I I'--- I I ~ I' I APPROVED SEALANT. SEE SECTIONS. EEXISTING AC UNITS i L -J I L- .~J iRELOCATED PER NEW FIBERGLASS COLUMN SURROUNDS NEW STRUCTURAL ~ , n I ' I 4-6 I PUN HIND I D11 fOtNNER'S DIRECTION. A10 COi.UMNS. INSTALL COLUMN SURROUND BY SLIDING OVER THE TOP 0 6 0 LAV. ~ I I A3 OF THE STEEL TUBE COLUMN PRIOR TO WELDING SKYROOF FRAMING A3 IN PLACE. SEE STRUCTURAL PLAN AND DETAILS. VERIFY COLUMN D D11 I _ _ _ D11 ~ 13'-4" _ DETAIL SELECTION WITH THE ARCHITECT AND OWNER PRIOR TO A2 r ~ in I I I R 3'-0" I I I I - - = ORDERING. D sa n _ _ COLUMN FINISH TO BE DETERMINED. PERMIT 05,202001 - REVISIONS PER DUBLIN PLAN I 17 Aig I I A19 A16 STEAM A N I doer I D10 A18 I ~ ~ I I Y' SHOWER ~ ~ ~ A22 ~ ~ ~ STI EPS UP TO PATIO REVIEW NOTICE OF NOV, il, 2005 I I A13 W SAUNA las LAUNDRY ~ I ~ ~ I door I o~ i' ~ - ~ PROVIDE ALUMINUM SLEEVE IN THE POOL DECK TO RECEIVE HANDRAIL ~ A2 A11 SECURE HANDRAIL IN PLACE. i w I _ ,r ~ ~ n ~ A15 ~I - = I I D10 I ~ Sink A9 I I ~ 1 I " I - - ~ ` A12 USE 21/2" METAL STUDS AT 16" OC. FOR WALLS AT THIS CONDITION. D03 ~ ~ I I _ _._5TOR S - -I _5TORE ROOM SOG PusHlPULL I „ n I o l l @ EL HDWARE 3 ~ 6 ~ ' @ EL 913.5 verify I ~ I DOUBLE GLASS BLOCK INSERT INTO CMU WALL ALSO SEE I ' I A13 ELEVATIONS, SECTIONS, DETAILS, SPECS. TOTAL OF 13 LOCATIONS. A3 INEW STEPS UP A3 I Y , I n I I TO DRIVEWAY LEVEL I I I I I I I ' A13 A3 I A22 A13 A22I I I I Ai A3 I I I I A14 B AM ABOVE OLUMN USING {2) 2X8'S; RUN TIGHT TO HEADER \\\\~~~~~~~~~~1~III.Q'F~~~~~~~~~ii,,~/' ~ A4 I D01 D02 ' ` ~ Q~ i _ A , I A4 I 11/14/05 OWNER'S SAUNA IS TO BE RELOCATED 70 HERE. VERIFY ALL ` ~ : JAMES : ~ Auth B : calhoun A15 INSTALLATION REQUIREMENTS. PROVIDE NEW POWER AND LIGHT ~ CALHOUN A4 I i 1 no hazarous materials CIRCUIT TO SERVICE THE UNIT. CONSULT WITH THE ARCHITECT I I REPAIR AND REFINISH shall be stored in new AND OWNER FOR DETAILS. ~ 5694 ~ AS REQUIRED TO MATCH ~ I I storage areas in accord with City of Dublin % 0 ~W I I Veri Exist. 0 Veri Exist, 0 , WHERE DOOR IS REMOVED; I regulations ~ NEW TOILET, LAV, AND SHOWER INSTALLATION iN THIS AREA AS ~~~ii,~sT ~ti I MAINTAIN EXISTING ARCH I AND COLS. ON EXTERIOR SIDE. I I I A16 SHOWN. VERIFY ALL INSTALLATION REQUIREMENTS. DETERMINE ////~~~~~~~I~I~IDIIIIIA~C\\\1\\\\ I I LOCATION AND ROUTING FOR ALL PIPING PRIOR TO INSTALLING FOUNDATIONS. PROVIDE NEW WATER, SANITARY AND POWER SERVICE Ala ARCHITECTURAL FLOOR PLAMJ TO THE AREA AS NEEDED. CONSULT WITH THE OWNER FOR 1 2 3 4 5 6 7 Z SELECTIONS OF FIXTURES, FITTINGS, AND FINISHES. PROVIDE NEW A2.0 Scale; 3/16" = 1'-0~~ POWER VENTILATORS TO OUTSIDE TO EXHAUST AIR FROM ALL THREE AREAS. SEE THE ENLARGED PLAN OF THIS AREA FOR FURTHER INFORMATION. A17 PROVIDE NEW WASHER DRYER HOOKUP, DYER VENT SYSTEM, CEILING VENTILATOR, CABINETS AND COUNTER TOPS AS SHOWN AND SPECIFIED. WASHER AND DRYER TO BE PROVIDED BY OWNER. A18 PROVIDE NEW CUSTOM BUILDING CABINETS, SHELVES AND BIN FOR WET TOWELS. AREA WITH ACCESS DOORS FROM BOTH SIDES; SUBMIT MILLWORK DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL. Ai9 LOCATION OF INTERIOR DECK DRAINS--VERIFY LOCATION WITH EQUIPMENT F'R[N7 DATE.: s vtaros MFG'S AND OTHER PLUMBING REQUIREMENTS; INTERIOR DRAINS 70 CONNECT ORIGIN DATE: 2/05705 TO SANITARY SYSTEM AND BE PROVIDED WITH TRAP. USE BRASS DRAINS WITH DEBRIS RIM AND STAINLESS NICKLE STRAINERS. A20 COORDINATE WITH HVAC REQUIREMENTS TO PROVIDE OPENINGS IN REVISION: FLOORS, AND WALLS FOR LOUVRES, DUCTING ETC. I-'_/ 10114/05 ALL SHEETS A21 DASHED LINE DENOTES SOFFIT -SEE SECTIONS AND DETAILS, adld landings per note 1 Auth By: j1 calhouun I A22 PROVIDE HARD SURFACE LANDING AT EXTERIOR OF ALL DOORS LEADING TO OUTSIDE OF CONCRETE OR OTHER APPROVED FINISH. LANDINGS SHALL EXTEND MIN. OF 48" FRAM BUILDING FOR FULL ~ WIDTH OF DOOR OPENING (MIN. 72"). ~ r--, U anGtr 0 0 A2,0 0 I C'~~crnlG t G LIGHT FIXTURE SCHEDULE AND DATA lames Calhoun ~rchifecf Inc. IfrNT A ~D ~L o~ fps 5N ~ ~o ~R A NOTE; ALL LIGHT FIXTURES AND ELECTRICAL DEVICES ARE TO BE APPROVED ~ 373 Walhalla Road BY THE ARCHITECT AND OWNER, SUBMIT SAMPLES AND DATA OF ALL ~ Columbus, OH 43201 005 /~I~G DSO ~ a z ~ 2 PRODUCTS FOR REVIEW AND APPROVALS PRIOR TO ORDERING, SELECTION fel.(614)161.6515 .S~c, OF SOME ITEMS STILL PENDING, ~ fax (614) 261.1093 /~I~ - ~1` JCARCTEC@COLUMBUS.RR.COM I I I/ I \ i I I I I I i 0 --------1-------1--------- - - ----------.1_---_-~----------_.__._-._.L------1-------------- I I I I LETTER INDICATES FIXTURE / ~A 1~- NUMBER DESIGNATES SCENE ON LUTRON CONTROL SYSTEM ~ / F------- ~ j I I I ELCO 5"~ ~ ~ ~ DARKS SHADING DENOTES ELSIC W/ CLR. C] / I \ \ I I _ , - , L D4 I ~ I D4 L---- 1- FLAT OILING AT T 6" AFF ALZAK REFLECTOR ~ ___-.1___-- I I ~ I 75 W PAR 30 .r ~ ~ 1 t' I • I f ~ ~ \ ~ { ~ I H ROWORX ^ ~ D I I I ~ I I, I\ I \ I I W ~ ~ I I I C NTROLLER ~ I I I f ~ a a I I - - ~ I I o _ I I HY R~WORX ~ - - - - -.-.--._N_.-._ _ I I ~I \ ~ HYDR WORX YDRNWORX - B D I I 77 0 SERIES I I \ _ _ _ I I 7700 ERIES 700 FRIES ~ ~ ~ TRACK WITH 6 LAMP S 0 ' 9,_0„ I I ~ \ I• I I I~ RI ~ A~1 A 1 '1 E I { ~ C3 \ C3 I I ON FASCIA ~ ON FASCIA I ~ ~ ~ ABOV ! I OPENIf1VG FOR - 0 I I ' I I r--- ) I I I ~ I I I SLOPED= SKYLiIGHT ~ =SLOPED NOM, 5' X 9' ~ C .~T ~ I ~ I E I I I I ) I FAN MOUNTIN I ? ~ ( I ~ ' I ~ q / I I I ~ I I BOX BRACED T I A l / / I I r y,. J I S IMEX ii707~S I I I ~ _ I I - I I 1 ~ - - - / SWIMEX 707 - E I ULTRALIGHTS ' ' `~r~ r ILEX 70T - EXT ~T MODEL 0259 ~ ' ~ ~ ' I I ~ Fi , I - Al I H i A l ( I I I U I , I - COFFER I ~ WIMEX C NTROLS I I ~ , ~ I I 1 _ / AT 8 6 `COFFER ~ Z _ ~ i N T I Al ~ , { SD I ~•L_'~ AT 8' 6" ~ Q , ~ ~ . I ~ - ~ SPA TIMER / I to~~r ~ x tr a ~ I D4 ~ ~ CONTROLS I G D4 I B i3 ~ I I Al L L - - - - ~ - - \ _ I I , ,;i- 4 ~ a G I 3 I - - - - . ___.__I ~ D ~ , .7~ Few P~~' t , ~ ULTRALIGHTS us ~ Z I ~ i ~ H, 4 x . ~ o ~ I ' I A,1 I ~ - ~aG~ . I ~ - MODEL 0246 ~ . " _ _ _ ~ ~ I o ~ A'1 I l j j I , ~ I ~ i I ,N OPENING FOR I I 9 ~ J i ~ ~ ~ ~ r ~~PENING FO ~ ~ ~ ~ I I ~ I I i SKYROOF R ~ 11J ~ ~ SKYROOF ,,y ~ ,t I NOTE: ALL LIGHTING I I I ' ; I I I ~ I ~ L, D ~ ~ m m IN SOFFITS AT PERIMETER m m I I ~ I - SHADING DENOTES SC ( _ OF SKYROOF TO BE ON _ L _ - ~ I , D3 I I _ _ _ SYSTEM AT 8' 6"AFF f JG DENOTES SOFFIT I I ~ , . i ~ I, 5. ~ }y- Ili Z xtT. ~ O~ I LUTRON SCENE 2 . I_ D3 I I I I ! PER DETAILS CENTERE' 9AT8'6"AFF ~ _ _ ~ ys 'a TAILS CENTERED I - I - " ~ < <k ~ ~ f }~r', ~ I A'1 C ~ ON C L I I 3 A 1 I I I 0 UMNS .LIMNS I ~ ~ ~ ~ ~ I ~ ~ ON FASCIA I Pp I ~ j ABOVE I I I I ' I I --7-- - - - C3-----------• - - - -._.-._P.~ SLOPED 0 ON FASCIA ~ I ~ I ~ I ABOVE ~ ~ FAN MOUNTING LA I I~ HATCH DENOTES FLAT SL - OPED - 1` DENOTES FLAT _ ' i ~ ~ 0 I I I I BRACED TO THE % I PL I CEILING AT 9 8 AFF I I ALUMINUM FRAME I I ~ I I SEE SECTIONS 3AT9'8"AFF - I ( ~ ~ I I CTIONS I I ~ E Q~ i I ~ j I I I ! A l m m I A-1 D3 ~ I I I j m , ~ I I ~ ~ 0 ~ I z ~0 I I I I i j r 0 ~ 1 I I I I I I I I I ULTRALIGHTS D3 I j I I l I I I ~ MODEL 0258 ~ ~ ~ I I ~ B a ~ I I: I I I I ~ j I ~ I I - . . ~ ~ I D~ POST LAMP ~ ~ - s w e g' ~ ~V = .I ~ j ~ D T : _ - ~ -i------~ ~G ~ I I` I ~ ON PATIO I SPECIFICATION PENDING 1_ i - - - - - I - ~ ~ COORDINATE - D3 ~ ~ - I I / ~ LOCATION ~ ! { / ~ ~ D3 I ~ M _ i ~ / 'L W/ARCHITECT) T ~ sz I / ~ IN FIELD. / , A A I E , i ' ° ~ a I EXHAUST ~ / 13 I I ~ I 0 0 i j FAN INVERT. ~ I j I J I \ - - ~ I \ i ~ S7 a ` FACE OF / 1- I I~ E EAM I I I I I SOFFIT I ~--I----- , ~ 0 T I i I \ sHOwEjR _ _ _ _ _/.JI N I PERMIT 05.202001 7 14„ STEAM i ~ REVISIONS PER pUBLIN PLAN ~~LAUNI]RY / ~ 3 I I I ~ D 1 ~ LA I~~RY I I I ~ I I I I~ I I I ~ ~ SH0IWER SPECIFICATION P C .H ENDING I SAUNA I i i ; REVIEW NOTICE OF NOV, 11, 2005 I - ~ r- I I G I j L__ sD , I 1 I i ) I I ~I ~ h~ II - I I _ i~ - - - - - - --~--.---I-- I I I I _ { _I - I - I I I I ----t- - ~I I I l I LUTRON~MAIN STEAM GENERATO I I I ~ I CONTRO~ PANlEL BELOW SEAT I I I I ~ ~ I - I j - SPECIFICATION PENDING I I I I~ I I I I I I SLOPED I I I ~ -SLOPED I I I I L I I ~ A I A I I I I I I Ii / i i L~ _ ~ ~ I I I ~~~~~iuuunuitsnlliuli~ - - - j PHOTOC LL j 3dim j PHOTOCE'L , I 4 ? I CONTRO LED CONTROL ~ED I I I I I I I I f I ~ jAME5 p M • l I I ~ I I I ~ I I I I ~ I I ~ * ; CALHOUN I I I I I I I I I s ? ~ ~ I I I I I I I I j j = ; 5694 ; . . i i ~ . . w~: I I i I I I A23 LIGHTING SCHEMATIC PLAN SD SMOKE DETECTOR -SPECIFICATION PENDING ///~~~~I{fiII~IDIIit?AR~~1(\\~\\ A A2Z CEILING PLAN A2.1 Scale, 3/ib" = 1'-0" A A2.1 Scale; 3/16" = 1'-0" ~ ALL ELECTRICAL WORK WILL BE INSTALLED IN ACCORDANCE WITH CEILING FAN -SPECIFICATION PENDING THE NATIONAL ELECTRICAL CODE.,, DIMMER SWITCH -SPECIFICATION PENDING LUTRON SYSTEM -SPECIFICATION PENDING PRINT DATE: 1 i/t4/05 ORIGIN DATE: 2/05/05 REVISION: 1~ 10114(05 ALL SHEETS n v SHEET 0 • I STRUCTURAL NOTES & SPECIFICATIONS lames Calhoun ~rchi~ecf Inc. GENERAL: FOR ALL STRUCTURAL ELEMENTS USED IN THIS PROJECT, SUBMIT SHOP ~ 313 Walhalla Road DRAWINGS, CUT SHEETS, SPECIFICATIONS AND OTHER PERTINENT 0 CDlumbos, OH 43202 INFORMATION TO THE ARCHITECT AND OWNER FOR REVIEW AND fel.(614) 261.6525 APPROVAL PRIOR TO ORDERING OR FABRICATING. D fax (614) 261.1093 INTEf INTERIOR SOFFIT ALL STEEL COMPONENTS SHALL BE DELIVERED TO THE SITE WITH AN STEEL BEAM 64 CURV CURVED TO FOLLOW JCARCTEC@COLUMBUS.RR.COM S31 SHAP SHAPE OF WALL APPROVED SHOP PRIMER COATING AND BE PAINTED WITH A FINAL S31 COAT OF AN APPROVED RUST INHIBITIVE ALKYD BASED PAINT. THE PARALLAM BEAAM S30 46 46 S30 FINAL PAINT COATING SHALL BE APPLIED TO ALL METAL SURFACES 0 AT I I I EDGE OFD ROOF I EXPOSED TO AIR AND SHALL INCLUDE ALL STRUCTURAL MEMBERS, DROPPED SOFFIT _ _ _J . ~ JOISTS, BRACING, MISC. STEEL COMPONENTS, NUTS, WASHERS, AND a .1 ._._._._._-L._._.._L_._._._._._._._.- THE UNDERSIDE OFTHE METAL DECK. ~ ED E - E G G SE SECTION I ~ I ~ UPPER ROOF DOUBLE TUBE RAMS WELDED ASSEMBLY AND ~ I I - - - F i ~ _ _ ~ ~ PROVIDE ON SITE WELDED CONNECTIONS USING CERTIFIED WELDERS WELDED TO CORNER COLUMN CAPS ~ ~ I i I S35 AND ACCEPTED SJI AND ASTM SYSTEMS AND METHODS. ALL BOLTED C] STEEL BEAM 84 I SEE DETAILS. S35 S40 AND WELDED CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE S40 I I I I i 10„ I ~ PLEASE READ FULL STRUCTURAL CAPACITY OF THE MEMBERS JOINED. TOUCH UP ~ ~r I I I i i THIS -AND DO IT WELDED AND BOLTED CONNECTIONS WITH APPROVED PAINT AFTER I STEEL BEAM 81 I I I I (BASEMENT) I I I i ~ VERY IMPORTANT. MEMBERS ARE SECURED IN PLACE. SEE FOUNDATION SHEET ~ ~ _ _ _ ~ _ ~ _ _ FOR OTHER STEEL IN THIS EDGE OF F ~ - . fi. ~ t _ _ I I ~ _ ALL WOOD MEMBERS USED IN THE POOL AREA AND SKY ROOF ~ t - FRAMING, INCLUDING ALL 2X MEMBERS, LAMINATED BEAMS, WOOD 0 AREA PPED ELI - ~ ~ ~ DRO C I NG I VERIFY OPENING ROOF DECK MATERIAL, BLOCKING,HEADERS, SPACERS, FURRING, EfC. 0 SEE SECTIONS I coL~c1 I S42 m 541: FOR SKYLIGHT SHALL BE PRE-PRIMED AND FINISH PAINTED ON ALL SURFACES WITH ~ I AN APPROVED ACRYLIC LATEX PAINT IN ORDER TO MINIMIZE MOISTURE ~ ~ ~ STEEL BEAM B5 MIGRATION INTO THE WOOD FIBERS. PRIME ALL SUCH MEMBERS uQi. PRIOR TO INSTALLATION! PROVIDE AT LEAST ONE ADDITIONAL COAT 0 I I m / m' ~ AFTER INSTALLATION. / I I W / F w ~ ~ 541 - ~ 0 ~ RAFTER FRAMING coL c2 ~ - i I RECOMMENDED PRIMER PAINT: BINZ WATER BASED PRIMER; a ~ RECOMMENDED FINISH PAINT: ZINSSER'S WATERTITE MOLD & MILDEW Q STEEL BEAM Bl I SIMILAR TO SOUTH I S4 r.~- I PROOF WATER PROOFING PAINT ~ ~ (BASEMENT) I SIDE ~ I~-~i COL Ci i ----543 I~ S45~~ - ~ Q STEEL BEAM B5 STEEL BEAM 65 I I 15451 S46 i I - S30 AT BEAM BRG POINTS OF BLOCK WALLS PROVIDE (1) #6 VERTICAL REBAR a >U - I I µl~ , ,•,~.sd, ~h„, ,~~F,y,_ . IN THE CORE(S) OF BLOCK BELOW BRG. POINTS AND GROUT FULL WITH ~ ~ ~ ~ COL C2 - r r S45 I _ _ CONCRETE GROUT. ~ Z Q~ S43 I I ~ S31 STEEL BEAM 64: W 12 X 30; VERIFY LENGTH PER CONDITION. ENDS BEARING 0 ~ - - - - - '-'1"-- ~ - - - ON MASONRY WALLS SHALL HAVE STEEL BRG. PLATE ANCHORED INTO WALL; ~ ~ O BEAM END SHALL REMAIN FREE TO TRANSLATE. 0 ~ ^l = PARALLAM BEAM I I S 2 I l l I i I I L.1C. i S33 I ~ ~ ~ i S32 STEEL BEAM B5: W 10 X 22; VERIFY LENGTH PER CONDITION. ENDS FRAME ~ rli ~ Q CONTINUOUS OVER I S33 DOOR OPENINGS i i I I ~r S42 ~ r INTO SIDES OF TUBE COL. USING WEB SUPPORT PLATE WELDED TO THE COL. ~ _ ^ I I ~ z_ _ I I I I I I I S33 UPPER STEEL FRAME CONSISTS OF (2) STRUCTURAL STEEL TUBES 6" X 3" X 1/4" ~ O ..1 I I I I I _ ~ ~ _ ~ _q _ WELDED INTO CONTINUOUS FRAME AND WELDED TO CAP PLATE OF EACH ~ ~ ~ S34 S34 I i CORNER COLUMN -SEE DETAILS. 0 ~ I I I - n S34 ENGINEERING AND INSTALLATION FOR GLASS ROOF STRUCTURE ~ z Q A 1 RAFTER FRAMING S32 3 ROOF FRAMING ISOMETRIC I l S32 I _ ~ I~ r ~ AND GLAZING TO BE PROVIDED BY MANUFACTURER. Q ~ SIMILARTO SOUTH -i-------------~-- I m~-.~...-,.,.-.~.-a..-..~~.,~~ - 0 c S35 HATCH DENOTES FLAT ROOF OR SOFFITED CEILING AREAS; PROVIDE MINIMAL A3.0 Scale: 1/8 - 1-0 SIDE I S33 I S33 ~ SLOPE TO ROOF SURFACES TO DRAIN. EXTERIOR ROOF AREAS 70 RECEIVE TPO ~ ~ NOTE; ISOMETRIC IS FOR SCHEMATIC PURPOSES. ~ .-.,.~~....o_..._I _ o ROOFING MECHANICALLY FASTENEDAND HEATSEAMED. VERIFY ALL DETAILS WITH THE STRUCUTRAL AND I I I •~,p3~ 8 ~ INTERIOR SOFFITS ARE TO BE FRAMED WITH PRIMED 2X MEMBERS. ~ Z OTHER DETAIL DRAWINGS AND SPECIFICATIONS. I I ~ e ~ ` I~ ~ U1 S36 6" X 3" TUBE SPACERS WELDED INTO TUBE ASSEMBLY TYPICAL AT THE 1/3 POINTS ~ ~ I I I OF EACH SIDE. ~ I I I I _ ~Ie. I ~ I I S40 2 X 12 WOOD RAFTERS AT 24" OC, TYPICAL FOR ALL ROOF RAFTERS ~ I S2 I I - - UNLESS NOTED OTHERWISE ALL TUBE CONNECTIONS SHOP OR FIELD 1'-0 i/2" j I I WELDED USING 3/16 WELDS - 21/2" 8 3/4° rv _ _ _ _ _ _ _ I I I S41 DOUBLE 2 X 12 WOOD BEAM AT THIS CONDITION ~ MIN 2" WELD PER PIECE ~ ~ ~ S42 DOUBLE 2 X 12 WOOD MEMBERS TYPICAL AT ROOF RIDGES ~ PE N ERFACE ND AS NOTED RI T A ( I _ _ S33 S43 SINGLE 2 X 12 WOOD MEMBERS TYPICAL AT ROOF VALLEY S33 I UNLESS iVOTED OTHERWISE ~ SEE C RNER DETAIL - - I - - I I I I I - S45 SUPPORT ROOF FRAME OR VALLEY FROM STRUCTURE BELOW ~ I AT THIS LOCATION WITH (2) 2X4 POST -TYPICAL CONDITION. I 3" X 6" TUBE SPACER I I I I WELDED AT 1/3 SPAN, 6" TUBE SPACER PIECE WELDED ~ I I iv ~ j RAFTER FRAMING S42 ~ S46 5.25 X 11,25 PARALLAM HEADER BEAM AT THIS LOCATION; NOTCH PERMIT 05.202001 RAFTERS OVER HEADER WHERE NECESSARY TO MAINTAIN ROUGH REVISIONS PER DUBLIN PLAN i POINTS - (2~ EACH SIDE ~ • i INTO THE ASSEMBLY I I (n I ~ SIMILAR TO SOUTH ~ o ICI o I I _ _ REVIEW NOTICE OF NOV. 11, 2005 _ S40 I OPENING HEIGHT FOR WINDOW OR DOOR BELOW, ~ I ~ I ~ SIDE ~ t o I I i ~ I / j ~ ~ ~r ICI I ~ I - CONTINUOUS i z l I I I - ~ I ~ , ~ ~ ~ z - I ~ ~ I I OI I I j I I g - ~ / I I I l V l S40 ~ I i _ I ~ I I I - S40 I I '-----I 6 STEEL TUBE CANTILEVERS 6 TUBE SPACER PIECE WELDED I ~ OVER COL. IN NORTH SOUTH j INTO THE ASSEMBLY AT 1/3 AND I I I I DIRECTION, TYP. 2/3 SPAN POINTS - TYP. ALL 4 SIDES - _ _ ~ I I 3 6" WELD X 21 2" NS FS I I I UPPER ROOF DOUBLE TUBE I I li / l FRAME, WELDED ASSEMBLY AND 3 16" X 21 2" EA. PC. I I w.',s. .twit `,'~,~r~;~:~m:~+aw.;;;: \ WELDED TO CORNER COLUMN TYP { i'~ ~ ~i- -.~`m -j-•---------------.j-._._.._L_._._._._._._._._ 11/14/05 CAPS -SEE DETAILS. j NS/FS I I I I Auth B : calhoun ' ~ ~ JAMES : 0 I PROVIDE GUTTER AND FLASHING AT ~ ~ detail added er + * ~ CALHOUN I I " ~ I ~ - - 6 5TEELTUBE EXTENDS I INTERFACE AGAINST EXISTING HOUSE - I p . c I I I ~ PAST NORTH/SOUTH TUBES I ( I I ~ ALSO SEE ELEVATIONS AND DETAILS. ~ plans examiner 5694 ~ I I I IN THE EAST WEST DIRECTION I I I I request ~ G ~Sw: I I , I I I I I I ~ I ~/~~~~5~~ ••h o...••••~~~~~A~~A I I I I I I I I I I I I 1/4 CONT. 1/2 STEEL PLATE FULLY ~~~~~i4p~i~I mlul~~~~~~~~~ I I I WELDED TO COLUMN AND TO j 8 3/4" TUBE FRAME ASSEMBLY 1 2 3 ~ I 4 5 6 ~ 7 STEEL BEAM PER 3" I STRUCTURAL; CENTER STEEL COL, PER STRUCTURAL I I WEB OF BEAM ON CL. OF COL, n~G~~'! I I A30 ROOF FRAMING PLAN ~ (3) 1-1/4" p H.s. BOLTS '/ry I I I A3.0 SCal2; 3/16" = 1'-0" W/ WASHERS AND NUT. N I I I I I DATA FOR BEAM B5: W 10 X 22 Conti uration In ut Solution STEEL PLATE A32 UPPER R00 TUBE FRAME PLAN A321 ROOF FRAME CORDER DETAIL sEmplesupports,unifo.., I~.. ~ un~ts:,lm ria~ ~ ~~rL ~ 4800.00 pounds 1/2" X 6" X 0' 8 1/2" 20_. W.__,_._.~ feet II n r n n i u I L: A3.0 Scale: 3/16 1-0 A3.0 Scale, 1 1/2 - 1-0 W ~ I feet ~ rR = 4800.00 pounds ~ II I mL = O.OOOOOe+00 pound-feet I II M P: 12800 pounds pounds I II I ' mR= D.aDDOae+oo pound-feet ~ II I STEEL COL. PER pRINr DATE: i t/ia/os i ~-i ~ 'I a : 4,5-~ _.n_~_-_-__- feet feet I vMax = 4800.00 pounds ~ M I ORIGIN DATE: 2105/05 Solve» II STRUCTURAL I iL I ~ rR ^---'-'---t M--Z-?; w: 480 ~ poundsJfoot vMax ~ ' poundsJfoot I i mMax = 24000.0 pound-feet II I I -vM~ i E..29000000 LbJsq in I LbJsq in ~ sMax = 12413.81b1sq in G==~~=_~ , „ REVISION: ! 1:118 I in~4 in~4 ' yMax = -0,505 in ~ STEEL L 3 X 3 X 1/4 X 0 -4 I ~ mMax I SHOP WELD TO COL D t0/14105 ALL SHEETS i at x ~ 10.0000 feet SHOP WELD FIELD WELD TO BEAM s : 2 ! in 3,2 I in I I STEEL PLATE 3/8° ~ 3/16" WELD X 2" NS/FS TO COL. DATA FOR TUBE ASSEMBLY Confi uration Input A I . ` Solution ~ n~ I Simple supports, varia... I~~ Units: imperial ! 'J ~ ~ rL = 1375.00 pounds i I L : 20 ~ feet W feet j rR = 1375.00 pounds ' ~ P: 12800~~~~~~ pounds 'I pounds ~ ~ mt-D.DOODOe+oO~pound_feet ~ ~(p, STEEL COL BEAM CONNECTION a: 4,5 feet mR = O.000OOe+UO pound-feet A322 feet cli.,e..~ vMax= 1375.QOnounds I Scale: 1 1/Z" = 1'-~° fTl Gucrr I r pounds/foot mMax = 9166,67 pound-feet vMax N-2 w: !275 pounds/foot E:;29000000 Lh/sgin -vMIDc Lb/sq in sMax = 9197.32 Lb/sq in I: 35,8 inn4 mm , .w.....::~ inn4 yMax = -0.610 in at x = 10.6000 feet 0 s: 11 91 in i A3,00 n 0 I j a m e s c a I h o u n a r c h i f e c I inc. 373 walhalla road columbus, oh 43202 614.261.6525 fax.614.261.1093 email.jcalhou2@columbus.rr.com d o c u m e n I revision date: March 3, 2006 to: Dublin Building Official / Sullivan Builders / M/M Paglieri ref: Additional Information for the addition to 8000 Avery Road (revision to the Architect's drawings dated 11/17/05) To whom it may concern: I was informed on this date that our drawing sheet A3.1 was not included in the set of drawings submitted for a building permit for the above noted project. Apparently the contractor was also unaware that this sheet was not a part of the submitted set. We regret any inconvenience this may have caused. I have reviewed the work in place as it has progressed and believe it conforms with the intent and detail of our drawings, and meets all code requirements as far as I know. Copies of Sheet A3.1 are attached for your review. Please contact me if any further information or action is required on this matter. Thank you for your assistance and cooperation. `,`w~uuluuw?luni~,/Z S •.•........•••4~ LIS Issued by, ; JAMES 1 O CALHOUN des Calhoun Architect 5694 ~/~1111111111111\~? MAR 0 3 2006 BUILDING DI`JISIOri CITY OF DUBLIN jcai l J PATIO CONSTRUCTION NOTES James Calhoun ~rchifetf Inc. GENERAL;FOR ALL PRODUCTS USED IN THIS PROJECT SUBMIT SAMPLES, CUT D 313 Walhalla Road SHEETS, SPECIFICATIONS, AND OTHER PERTINENT INFORMATION ~ Columbus, OH 43202 TO THE ARCHITECT AND OWNER FOR REVIEW AND APPROVAL PRIOR fel.(614) 261.6525 TO ORDERING. D fax (6141261.1093 15'-4° 3'-4" CODED.' JCARCTEC@COLUMBUS.RR.COM 8.. 8~~ ~ REMOVE EXISTING WINDOW AND FRAME. REWORK OPENING AS C] A31 ~ A36 TYP. OF 16 REQUIRED TO INSTALL NEW OUTSWING FRENCH DOORS WITH FULL INSULATED GLASS LITES. MATCH TYPE STYLE, TRIM AND DETAILS D SPOT EL. 914.66 VER FY OF OTHER PATIO DOORS IN THE RESIDENCE. FIELD MEASURE TO ~ A35 A35 ~ A35 A37 DETERMINE SIZE REQUIRED TO FILL EXISTING OPENING. . iv SUBMIT SHOP DRAWINGS AND ALL PERTINENT INFORMATION ~ A38 REGARDING THE NEW DOOR SYSTEM TO THE OWNER AND ARCHITECT ~ FOR REUIEW AND APPROVAL PRIOR TO ORDERING. ' r-- r- ~ A35 PLAN AT NEW PATIO I I NESAI_ ATLO__-- I I~ II - i II I ~N I EL. 921 ~66~ VERIFY I I DNI. 12 A32 PROVIDE NEW OAK THRESHOLD WITH 4" STEP DOWN TO NEW I i~ EQ;. R. 2 -8 PATIO SURFACE II A3°1 Scale: 1/4 - 1-0 , , , i ~ I I @ J" 0 I-a o~ I I i-o A33 ----~-----~1--I - - - i - A33 PROVIDE NEW FORMED CONCRETE PATIO DECK AS SHOWN ~ I I ~ I I WITH NATURE STONE FINISH TOPPING TREATMENT. II I II ° I 1 o I I i_...._.._-_-----.---.-_._-_.-.-_-_ ....._--.-._.____._________________I I ( A34 BEW ALUMINUM SPIRAL STAIRS AS SHOWN WITH HANDRAILS ~ I I I OTH SIDES. STEPS SPIRAL DOWN TO MEET LANDSCAPED ~ II I I i ~ I A34 STEPS AT LOWER LEVEL VERIFY REQUIRED RISER HEIGHT, 0 EX STING RESIDENCE I I I I ~ I I I RISER HEIGHT NOT TO EXCEED 7.5"; MANUFACTURER SHALL EXISTING HOUSE ? 11 SUPPLY ALL DRAWINGS AND DETAILS REQUIRED FOR PERMITS, APPROVALS, AND INSTALLATION, NEW OUTDOOR LIGHTING MIN. TREAD BOTH SIDES OF NEW DOOR - WIDTH AT EXISTING FLOOR A32 MAINTAIN MIDDLE 0 ~ SEE LIGHTING SCHEM TIC EXISTING FI EL° 922A~ EL. 922.0' VERIFY EXISTIING ROOF HATCH SHADING DENOTES SOLID 4" MASONRY UNIT WALLS A35 U CANOPY WITH STUCCO OR EIFS BOTH SIDES ~ Z NEW DOORS REPLACE EXISTING WINDOWS PATIO SURFACE A31 A36 PRECAST BALUSTERS TO MATCH STYLE OF OTHER PORCH ~ Q CAST CONC. RAIL TOP ITH AT 4" BELOW EXISTING BALUSTERS USED ELSEWHERE IN THE RESIDENCE, SET 0 ~ BALUSTERS SO THAfi OPEN SPACE BETWEEN DOES NOT 111 NATURE STONE FINISH MAIN LEVEL EL. CONSULT CONSULT WITH EXCEED 4" IN ANY LOCATION. O GC ~ t~ PRECAST OWNER R OWNER REGARDING SUBMIT PRODUCT SAMPLE FOR REVIEW AND APPROVAL ~ 0 BALLUSTERS FEASIBIL ~I RE CAT: FEASIBILITY OF PRIOR TO ORDERING. 0 Z RELOCATING _ALUM.SPIRAL._•_ I!!I AIRREGI' AIR REGISTER ~ STEPS ; . A37 STONE STEPS FORMED PER LANDSCAPE PLAN ~ ~ D ~ _ ' j _ , EIFS OVER i A38 2" DIAMETER DRAINAGE PORT THRU SLAB; SLOPE CONC. 0 11.1 - - _ ' EIFS OVER _ CONC. BLOCK II SLAB TOWARD DRAINS. 0 = I-- Z CONC. BLOCK - - ' _ ~ EMBOSSED STEEL DOORS ~ EXISTING DINING ROOM EXISTING FAMILY ROOM A39 ~ ~ ~ a`~4 li D ~ ~ ~ I ~ Z Q ~i II I-_- . D Q~ L _J I ' I VERIFYFOOTINGSA I__________________!~ L _ _ _ - _ - - _ _ _ _ _ MIN. 32" BELOW GRA E, ---J - SEE TYP. FOOTER DE AIL. - 0 ~ ~ i ~ ~ ~ A36 NEW PATIO -EAST ELEVATION o A3°1 Scale 3/16" = 1'-0" a - - a a - l ° o PERMIT 05,202001 REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV. 11, 2005 1~ \\\\\\\\\\``~~u~ uuo I~ rprrri~~/////, NOTE; PROIVIDE MIN 2" o° 1'-1 l/ 00 1'-11/4" `~•~~~.u..p~..~~~//i CONC. COVERA ~ GE OVER ' , ALL REBAR, TYPICAL rJ ~ CAST CONC. RAIL TOP WITH ~ r~ NATURE STONE FINISH ON ~ U) ~ JAMES Q - TOP AND SIDE EDGES. * ; CALHOUN SS STEEL PIN ANCHORS, ~ 5694 ti NATURE STONE TOP ANDBOT.1YPICAL G TOPPING OVER CAST ti~~ PRECAST BALLUSTERS ////~OgsT~~E~~~~~,,~G~~\~~`\\\ CONC. FLAT SLAB. z H TO MATCH STYLE OF EXISTING HOUSE /~~~~prplllllnllll~llA1U~~~~\ US 4000 PSI CONC. ~ ~ z RAILINGS -VERIFY SIZES AND WITHS%AIRENTRAINING ° EXISTING HOUSE 3~~ b" CEMENT. M ~ MATERIALS. iv I CAST CONC. RAIL TOP WITH SEALANT #4 REBAR `4 REBAR ~ NATURE STONE FINISH CONT. ;ONT. CONC. SLAB WITH TURNED T • , . .o. • ' o UP EDGE AS SHOWN ~ PRECAS COPPER FLASHING • ' , ~ • a ; • BALLUSTERS ENCASED IN NEW SLAB v' AND CUT INTO EXIST. _l o ° STUC ° CO #4 REBARS AT 12 OC, -EACH WAY,.. TURN UP ENDS AS SHAWN, PATIO FINISH SURFACE BOND BEAM TYR VARIES AT 4 BELOW EXISTING AT EDGE OF SLAB PROVIDE AT TOP COURSE VARIES MAIN LEVEL EL. EIFS OVER (2)' #4 BARS AS SHOWN, W (2) #5 REBAR EIFS OVER ' CONC. BLOCK THEN AT 12" OC° ALUM. SPIRAL CONC. BLOCK _ PRINT DATE: 9/3/06 - STEPS ° ORIGIN DATE: 2/05/05 VERIFY THAT NEW YER1 Fl~D sTRv~T ftRL? FOOTING DOES NOT ~ETAfc W A2EH17 ~ G'r EXTEND BELOW LEVEL I STRUCTURAL CALCULATION: REVISION: z PER CRSI HANDBOOK, ONE WAY 1~ 11/14/05 ALL SHEETS I 3• G~0` Rya OF THE a FLAT SLAB 6" THICK W/ 3000 PSI EXISTING FOOTER CONC. FTG. ON p CONC. AND STEEEL REINFORCEMENTS 2 11117/05 VERI OOTINGS AT UNDISTURBED SOIL OR SEE TYP A37 NE PATIO -SOUTH ELEVATION , SEE TYPICAL FOUNDATION z AS SHOWN: MIN 3 BELOW GRADE, ENGINEERED FILL I DETAILAI4 H A3.1 Scale: 3/16" = 11-0° SEE P, FOOTER DETAIL. 12' CLEAR SPAN) = 225 PSF SUPERIMPOSED 3~ ° • ° ~ a N ~ LOAD CAPACITY. C,• ° Tr ',r ~i_nn Currr 0 A38 PATIO EDGE TIO EDGE DETAIL 0 A3,01 ~A3.1 Scale: 3/4" _ )Ita: 3/4" = l'-O" 0 O 1 L it EXTERIOR ELEVATION NOTES, James Calhoun ~rchi~ecf Inc, GENERAL: ~ 313 Walhalla Road SUBMIT PRODUCT LITERATURE AND CUT SHEETS FOR ALL ITEMS TO BE 0 Columbus, OH 43101 USED IN THE EXTERIOR FINISHING TO THE ARCHITECT AND OWNER FOR lel.(614) 261-b§2§ REVIEW AND APPROVAL PRIOR TO ORDERING, D fax (614) 2611093 PROVIDE MOCK UPS OF ALL SURFACE TREATMENTS INCLUDING FLOOR, JCARCTEC@COLUMBUS.RR.COM WALL, ROOF, MATERIALS, ALL PAINTS, METALS, GLASS, CEMENTITIOUS EXISTING RESIDENCE SHOWN BEYON D- 3 E Y 0 N D PRODUCTS, UNIT MASONRY, ETC. TYPICAL SAMPLES AND MOCK UPS SHALL BE AT LEAST 24" X 24"; PROVIDE UP TO THREE SAMPLES OF EACH PRODUCT 0 AS REQUESTED BY THE ARCHITECT, 0 FOLLOW ALL SPECIFICATIONS OF THE PRODUCT MANUFACTURERS FOR 0 INSTALLATION OF THEIR PRODUCTS. 0 O COORDINATE WITH OTHER TRADES AS NEEDED TO AVOID CONFLICTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ISSUES THAT WOULD 0 PREVENT PROPER INSTALLATION OF PRODUCTS; DO NOT PROCEED UNTIL SUCH ISSUES ARE RESOLVED. 0 I I E1 ALL NEW FOUNDATIONS TO BEAR ON UNDISTURBED SOIL, MINIMUM OF 36" BELOW FINISH GRADE. VERIFY SOUND BEARING SOIL AT ALL O • EXCAVATIONS. E2 DOWEL NEW FOOTERS AND SLABS INTO EXISTING FOUNDATION W/ #5 REBARS AT 12" OC. TYPICAL THIS CONDITION. ~ E3 STEP FOOTINGS IN MAX. 12" INCREMENTS AND AS NEEDED TO ~ MAINTAIN MIN, 36" DEPTH. PROVIDE DEEPER FOOTER BRG, WHERE REQUIRED BY SOIL CONDITIONS OR LOCAL CODES. ~ 4 PROVIDE PRECAST CONC. LINTELS WHERE FOUNDATION LEVELS DIFFER ~ AND CAN NOT BE STEPPED. PROVIDE ONE 4X8 LINTEL FOR EACH 4" OF FOUNDATION WALL WIDTH. D Q E5 PREMANUFACTUREDWIN0OW OR DOOR PER APPROVED SPECIFICA- ~ TIONS. SEE DETAIL ELEVATIONS ON b00R AND WINDOW SCHEDULE ~ SHEET. SUBMIT ALL MFG. WINDOW SPECIFICATIONS AND SAMPLES ~ FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR 'C~ TO ORDERING. 0 Q SEE PLANS, ELEVATIONS E6 EXTERIOR WALL SURFACES ARE FINISHED WITH AN APPROVED 0 ~ AND DETAILS FOR NEW EXTERIOR INSULATING FINISHING SYSTEM (EIFS) UNLESS NOTED OR 0 ~ ~ DETAILED OTHERWISE. ALL PRODUCTS, TEXTURES, COLORS AND ~ ~ l.r. O PATIO IN THIISAREA ON - , SEPARATE S'~HEET, ~ ` DETAILS TO BE APPROVED BY ARCHITECT AND OWNER. SUBMIT ALL E 10 : IIII E11- TYP. DATA FOR APPROVAL REGARDING PROPOSED SYSTEM, z ~ 1L_____ SUBMIT MOCK UP SAMPLES FOR APPROVAL PRIOR TO ORDERING D ~ ~ Q - - i / ~ E10 MATERIALS. ~ ' E8 E6 ~g E8 PRODUCT STANDARD FOR EIFS; PAREX COMMERCIAL PB. ~ ~ ~ Z E7 TRIM CRAFT COMPOSITE BOARDS FOR TRIM, RAKES, FASCIAS, ~ ~,-J ,I I O ETC. TYPE. 7/8" THICK MATERIAL. SEE DETAILS. SUBMIT I~ _ E13 - E9 ~ E13 PRODUCT AND COLOR SAMPLES TO ARCHITECT AND OWNER ~ 1=- Z_ • ' • E11- TYP, _ ( E8 I I - E11-TYP. FOR APPROVAL. ~ O ~ M E8 PROVIDE COPPER FLASHING FOR PARAPET CAP OR OTHER ~ ~ ~ I ~ I E7 u. I E7 FLASHING CONDITION ~ Z ~ a \ ~ I I ~ I E6 E9 CLAY TILE SHINGLE SYSTEM OVER WEATHERSHIELD ~ a N ~ ~ ~ - - N ~ rn . w I Ei5 E16 ( UNDERLAYMENT. PROVIDE ALL FLASHINGS, CAPS, SPECIALTY ~ I- o ~ N ~ I E5 E6; ES E6 - E5 E6 E15 PIECES, ETC. NECESSARY FOR A COMPLETE AND WATER TIGHT ~ SYSTEM. w I ( I E12 Ei8 SKY ROOF SYSTEM OR OTHER SKYLIGHTS PER APPROVED ~ OCR E121 SPECIFICATIONS. 0 Finish floor IEL. 913,25 ..1._.__._ ~ I II I I I I E11 GUTTERS TYPICAL AT ALL EAVES PER DETAILS AND APPROVED SAMPLES. ~ I ~ HADING DENOTES I I I I I I i I E12 DOWNSPOUT AT THIS LOCATION. COORDINATE LOCATIONS AND ~ I ! II (INTERFACE OF NEW I / E4 I I II I I I I I I DETAILS OF DOWNSPOUT INSTALLATIONS WITH LANDSCAPE ~ F MING WITH EXISTING 11/14/05 ~ I E4 E4 I I I I PLANS TO PROVIDE SYSTEM TO DRAIN WATER INTO THE • BUILDING r'--------------------J-~--I~ I Auth B ; Calhoun I I r- I I I I EXISTING POND. ~ - note: finish floor at 3" r_~_____y______________________L ~ J~ I I ------LT~~ I I j Ei3 LOW SLOPE ROOF AREAS FINISHED WITH AN APPROVED MEMBRANE 0 above 100 year floor E1 _ _ _ _ _ _ _ ~ I I I I SYSTEM ADHERED OR MECHANICALLY FASTENED TO 3/4" ROOF COORDINATE FOOTER I I I I SHEATHING. PROVIDE ALL FLASHINGS, CURBS, SEAMING, AND D A41 SEC 'ION AT INTERFACE WITH HOUSE DEPTH WITH REQUIREMENTS OF POOL INSTALLATIONS - - - - - - - - - ~ Ol'HER ITEMS NECESSARY FOR A WATERTIGHT AND PROPERLY ---------`1-----J INSTALLED SYSTEM. ~ A4,0 Scale 3/16" = 1'-0" A40 N SEE SECTIONS EAST ELEVATIO E 1 E1 ~ E14 PERMIT 05.202001 A4.0 Scale; 3/16" = 1'-0" REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV, 11, 2005 E15 SEE LANDSCAPE PLANS FOR OTHER DEVELOPMENTS IN THIS AREA A42 AERIAL ISOMETRIC -LOOKING NORTHEAST E16 DECORATIVE GLASS BLOCK IN MASONRY WALL -COORDINATE LOCATIONS IN FIELD WITH ARCHITECT. ALSO SEE PLAN, SECTIONS, A4.0 NO SCALE DETAILS TOTAL OF 13 LOCATIONS. (NOTE; THIS ISOMETRIC VIEW IS FOR GENERAL REFERENCE PRE-ENGINEERED SKYROOF ONLY TO SHOW THE BASIC ROOF FORM IN CONCEPT. (REFER TO THE ELEVATION SECTION AND DETAIL DRAWINGS f . (FOR MORE SPECFIC INFORMATION. TYPICAL CLAY BARREL TILE ROOFING \\\,`(\\,1~~111111oiIIIFpll~in/`///i 7 iii '•i f i ~i.,:. ~ R.,.y~ } "9x . ~ ~ .a.~~si. r - - _ ~ ; JAMES ; 0 , ~ ~ a ~ , -f., _ -~a~ / ~ ' CALHOUN R ~4v ~ s. ` ~ , _ 5694 J 5 ~ - ~ ti r mss, ~ . w`" x~ Y~" FPO MEMBRANE ROOFING ON %~~~~~sr"•'•,?,,,a••'C~ti`S\\\\` ~ ~ ~ ~ , - , ~ LAT SECTIOINS ~~~~~~~l~~~I~IIDIIIIItI?~~~~~~~~~~~ ,4 ti. r~ apt; . W~ °+1~ :ti y r ` ;K ~ F" ~ , ,;,.s,, c 3 . ~w ; . F a"4sa, H~ • i'7m + L y •i.. ~ - ~,~r ~ ~ ~ ~ ~r; ~ . ~ ' ~r *a t t z i l~'_ t i. rl, . ~ r ~.h i ~ t~~ ' ~,1 s P.~~ _ i,: I, V ' ( } y,~'4•'. h.. .r V . Z' ' ~ PR[NT DATE 1 1/114/05 r ORIG[N DATE: 2/05/oS { _n~, ~ ? ~i, ~~`K• V,Ny Jt~ `rte, ~ REVISION: , . Y u ~U ~~,,"'.4 1~10114I05 ALL SHEETS c .fi~?~. ~ y- - ~'r i i Y' q 1 ~ ~ ~ ~ t'': - M PRE ENGINEERED SKYLIGHT ~ a, tt ~ ~ ~ 1 j t i ;i ~ i ~ ~1 ~11.y1 f.~ ~ } l' ~J - a ~ a w D TPO ME BRAKE ROOFING ON ' 'y' M r ti.: FLAT SECTIONS ~ ~ ~ s ~ D I I-I SHEET ~ A4,90 1 EXTERIOR ELEVATION NOTES; James Calhoun ~rchifec~ Inc. EXISTING HOUSE NEW ADDITION GENERAL: 0 313 Walhalla Road SUBMIT PRODUCT LITERATURE AND CUT SHEETS FOR ALL ITEMS TO BE 0 Columbul, ON 43202 USED IN THE EXTERIOR FINISHING TO THE ARCHITECTAND OWNER FOR fel.(b14) 261.6525 REVIEW AND APPROVAL PRIOR TO ORDERING. D fax (614) 261.1093 PROVIDE MOCK UPS OF ALL SURFACE TREATMENTS INCLUDING FLOOR, WALL, ROOF, MATERIALS, ALL PAINTS, METALS, GLASS, CEMENTITIOUS ~caRCTEC@co~.uMeus.RR.coM PRODUCTS, UNIT MASONRY, ETC. TYPICAL SAMPLES AND MOCK UPS SHALL ~ BE AT LEAST 24" X 24"; PROVIDE UP TO THREE SAMPLES OF EACH PRODUCT 1, AS REQUESTED BY THE ARCHITECT, FOLLOW ALL SPECIFICATIONS OF THE PRODUCT MANUFACTURERS FOR 0 I INSTALLATION OF THEIR PRODUCTS, i~ .l COORDINATE WITH OTHER TRADES AS NEEDED TO AVOID CONFLICTS, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ISSUES THAT WOULD ~ PREVENT PROPER INSTALLATION OF PRODUCTS; DO NOT PROCEED UNTIL SUCH ISSUES ARE RESOLVED. O 1 l Ei ALL NEW FOUNDATIONS TO BEAR ON UNDISTURBED SOIL, MINIMUM OF .i 36" BELOW FINISH GRADE. VERIFY SOUND BEARING SOIL AT ALL ~ EXCAVATIONS. ~ I E2 DOWEL NEW FOOTERS AND SLABS INTO EXISTING FOUNDATION W/ #5 REBARS AT 12" OC. TYPICAL THIS CONDITION. E3 STEP FOOTINGS IN MAX. 12" INCREMENTS AND AS NEEDED TO ~ r II MAINTAIN MIN. 36" DEPTH. PROVIDE DEEPER FOOTER BRG. WHERE fl REQUIRED BY SOIL CONDITIONS OR LOCAL CODES, 0 II E4 PROVIDE PRECAST CONC. LINTELS WHERE FOUNDATION LEVELS DIFFER AND CAN NOT BE STEPPED. PROVIDE ONE 4X8 LINTEL FOR EACH 4" OF Eio II FOUNDATION WALL WIDTH. Q E5 PREMANUFACTUREDWINbOW OR DOOR PER APPROVED SPECIFTCA- ~ I. TIONS. SEE DETAIL ELEVATIONS ON DOOR AND WINDOW SCHEDULE U ~ E12 I 1 ~ 1 SHEET. SUBMIT ALL MFG. WINDOW SPECIFICATIONS AND SAMPLES D FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR ~ tL,1 Q I E11- TYP. E13 E9 TO ORDERING. Q t E9 E9 E9 ` E11- TYP. Eb E6 EXTERIOR WALL SURFACES ARE FINISHED WITH AN APPROVED ~ ?E8+' E11 - TYP. EXTERIOR INSULATING FINISHING SYSTEM (EIFS) UNLESS NOTED OR I 6ETAILED OTHERWISE. ALL PRODUCTS, TEXTURES COLORS AND ~ ~ ~ ~ SEE PLANS, ELEVATIONS DETAILS TO BE APPROVED BY ARCHITECT AND OWNER. SUBMIT ALL ~ ~ E7 DATA FOR APPROVAL REGARDING PROPOSED SYSTEM. ~ ~ AND DETAILS FOR NEW I I -1 i PATIO IN THIS AREA ON I SEPARATE SHEET. ~i6 x 21 SUBMIT MOCK UP SAMPLES FOR APPROVAL PRIOR TO ORDERING D ~ ~ O I E16---® I I E6 E16 MATERIALS. ~6 I E6` E5 E6 E5 ~ PRODUCT STANDARD FOR EIFS: PAREX COMMERCIAL PB. 0 x ~ _ E15 ~ ~ 0 ~ I 0 1 0 E7 TRIM CRAFT COMPOSITE BOARDS FOR TRIM, RAKES, FASCIAS, ~,J I~ 1 ETC. TYPE. 7/8" THICK MATERIAL. SEE DETAILS. SUBMIT t~ E12 PRODUCT AND COLOR SAMPLES TO ARCHITECT AND OWNER 0 Z_ E12 E12 E12` L. I FOR APPROVAL a O / 1 1 / E4 I I I I I I Eg PROVIDE COPPER FLASHING FOR PARAPET CAP OR OTHER ~ --I----- --h I I I I I FIASHING CONDITION ~ ~ ~ ~ ~----------------------------------------~-~-I~ I I I - I I I I I I ~ Z Q I I I I I I E9 CLAY TILE SHINGLE SYSTEM OVER WEATHERSHIELD _ _ _ _ I I ~ UNDERLAYMENT. PROVIDE ALL FLASHINGS, CAPS, SPECIALTY D I- E2 E1 I rl----------------~, ~--T---------------T-~ - - T ~ I I PIECES, ETC. NECESSARY FOR A COMPLETE AND WATER TIGHT Q I r1--- SYSTEM, ~ O I I E1 L--- I I COORDINATE FOOTER P144 SOUTH ELEVATION DEPTH WITHREQUIREME IATE FOOTER ~ E10 SKY ROOF SYSTEM OR OTHER SKYLIGHTS PER APPROVED Z 4~ ITH REQUIREMENTS SPECIFICATIONS. D ~.J ' L-----------------J OF POOL INSTALLATION: INSTALLATIONS - ~ A4.1 Scale; 3/1611 = 1'-011 5EE SECTIONS IONS E11 GUTTERS TYPICAL AT ALL EAVES PER DETAILS AND APPROVED SAMPLES. Ei E12 DOWNSPOUT AT THIS LOCATION, COORDINATE LOCATIONS AND ~ DETAILS OF DOWNSPOUT INSTALLATIONS WITH LANDSCAPE ~ PLANS TO PROVIDE SYSTEM TO DRAIN WATER INTO THE EXISTING POND. ~ E13 LOW SLOPE ROOF AREAS FINISHED WITH AN APPROVED MEMBRANE SYSTEM ADHERED OR MECHANICALLY FASTENED TO 3/4" ROOF SHEATHING. PROVIDE ALL FLASHINGS, CURBS, SEAMING, AND O OTHER ITEMS NECESSARY FOR A WATERTIGHT AND PROPERLY INSTALLED SYSTEM. ~ E14 PERMIT 05.202001 REVISIONS PER DUBLIN PLAN REVIEW NOTICE OF NOV. il, 2005 E15 SEE LANDSCAPE PLANS FOR OTHER DEVELOPMENTS IN THIS AREA C E16 DECORATIVE GLASS BLOCK IN MASONRY WALL -COORDINATE LOCATIONS IN FIELD WITH ARCHITECT. ALSO SEE PLAN, SECTIONS, DETAILS TOTAL OF 13 LOCATIONS. ~ • • ~ i ~ JAMES ; 0 E 10' SCE WITH ~ * i CALHOUN Ell - TYP. INTERFACE WITH EXISTING HOUSE IG HousE ~ 5694 ~ ti ~ . r _ _ _ nTOD of_COlumn _ _ . 926'5' E12 .Eb; E6 ' ~ w fs ti~ s` E11- TYP. /////////j~~~ED 1111 ~~C~`\`\\\ E8 111111 ~ E9 E11- TYP. E9. Steal BeamB -LOwer Alnp ~ i', - _ n ro ~x~. E9 ' Eii - TYP. Top of Masonry Wall _ . - E7 E16x3 E16x2 E6r E16X2 ®~0 E12 E12 ? I Eb'' Eb; - I I I I I I I I E12 I E12 I I I FlNshFloor I I I I I I 91V 3~3' ( Top of Steel Beam L I r--rL---------TL L--L----------~- -~-1--------~ 9105 I I I I I L_~______~J PRINT DATE: fi/14/05 I I I 1-, I I E2 _ I I i I I E1 E2 ~ ORIGIN DATE: 2/05/05 I-~-r J I i_,I I I L--J r I REVISION: I I l i-, I 4-~ TOL Basement Slab I _ I I - - - - - - - - " I 90,9- - . - ~ - - - --i - - - - - - -I 1~ 10114105 ALL SHEETS Bo~_- t-------~ ~-----------------J 903'9' E1 A45 NORTH ELEVATION nn ~ c~~io. '~!i t;° - i 1_(111 SHEET a a A4,01 a a 1 I II rvorl=s James Calhoun ~rchi~ec~ Inc. GENERAL: ~ 313 Walhalla Road NSTAOLLATION OF AILLCPRODUCOS THE PRODUCT MANUFACTURERS FOR 0 Columbus, OH 43202 COORDINATE WITH OTHER TRADES AS NEEDED TO AVOID CONFLICTS. D {tlX (61) 261 093 R5 -GLASS SKYROOF 22' 0" OUTSIDE NOTIFY THE ARCHITECT OFANY DISCREPANCIES OR ISSUES THAT WOULD JCARCTEC@COWMBUS.RR.COM PREVENT PROPER INSTALLATION OF PRODUCTS; DO NOT PROCEED UNTIL SKYROOF FRAMING AND GLAZING BY MFG. A520 SKYROOF EDGE DETAIL SUCH ISSUES ARE RESOLVED. ~ 12 1z FOUNDATIONS AND FLOORS: ~ TWO LAYERS 3J4" PLYWD. „ _ , „ 3.5G~ X3.5 A5.0 Scale: 3/4 - 1-0 F1 EXCAVATE ONLY TO DEPTH REQUIRED 1=0R FOOTINGS. 2500 PSF BEARING LAGGED TO STEEL TUBES AT 24" OC. CAPACITY IS ASSUMED. PROVIDE LOAD TESTING IF NECESSARY FOR D GUTTER AND DS SYSTEM NOTE TO SKYROOF MFG: CODE AGENCY REVIEW AND APPROVALS, OR IF BEARING CAPACITY IS I TING SOLAR BRONZE GLAZING TO MATCH EX 5 PROVIDE SUPPLEMENTAL ALUMINUM QUESTIONABLE, OR IF SO DIRECTED BY THE ARCHITECT OR OWNER. ~ FRAME SUPPORTS ON COL. UNE5; TYPICAL IN SKYROOF DRILL AND TAP STEEL TUBES F2 CONCRETE FOOTING IN SIZES NOTED. USE CONCRETE TYPE AND ~ I REBARS AS NOTED IN FND. DETAILS. MATCH STYLE AND FINISH OF THE T23 TO RECEIVE MOUNTING I F3 PROVIDE #6 VERTICAL REBAR IN FOUNDATION WALLS WHERE NOTED. ~ BOLTS FROM SKYROOFFRAME ~ APPROVED SYSTEM FRAMING. Column T7 _ Top of I I SPACE AT MAX. INTERVALS OF 48" OC UNLESS NOTED OTHERWISE. 926'5" _ - I I EXTEND CONTINUOUS FROM FTG, OR LAP BARS MIN. OF 16", GROUT TS W6 CERAMIC TILE 1+IV/ EDGE TRIM Wl (2) 2X4 SECURED TO STEEL TUBE T9 SEE DETAIL ~ I BLOCK CORES FULL WHERE OCCURRING. 0 AND DENS GLASS FOR EIFS ® I r ~ F4 USE SOLID CMU OR TERMITE BLOCK Al' TOP COURSE; IN SOME CONDITIONS R1/R2 i i USE "J" BLOCK OR CUT SOLID TO FORM LEDGER. D TUBE I W T U WARD VANES ~ i TEEL SL IFF SERS ~ H P DOUBLES , 12 ~ OT D U , R3 MAI NTAIN AIR SPACE F5 ANCHOR SILL PLATE TO FOUNDATION WITH 3/4" GALVANIZED 0 WELDED ASSEMBLY 3.5~ TYP. ALL SIDES - COORDIINATE WITH HVAC CONT, Wfi ( ANCHOR BOLTS X 16" LONG WITH GALVANIZED NUT AND WASHER, TILE ROOF SYSTEM END CAP ~ ~ / HUAC DUCT ~3S i OVER INSULATION 48" OC. FILL BLOCK CORE FULL WITH CONC. GROUT• ALTERNATE 0 AND FLASHING TO PROVIDE _ I I ANCHORING SYSTEM MAYBE USED IF APPROVED BY CODE AGENCY. WATERTIGHT CONDITION ~ ~ I S2 ~ I- S2 S4 1I a I USE TREATED PLATES SET ON FOAM SILL SEALER INSULATION STRIP. D ~ I 3„ F10 4" CONCRETE SLAB ON MIN. OF 4" CRUSHED LIMESTONE BASE. Steel Beam Brg -Lower Ring 3,~ ~ - , _ • _ _ _ _ - _ . _ _ _ _ _ _ _ _ . S4 COORDINATE TOP OF SLAB ELEVATION WITH ELEVATION AND SECTION ~ 922'0" HVAC DIFFUSER N S5 T8 I DRAWINGS AND REQUIREMENTS OF THE VARIOUS EQUIPMENT ~ F- T8 S5 - Top of Masonry Wall - LIGHT TRAY SOFFIT WITH LAMPS BEHIND T9 T23 MANUFACTURERS. SLABS ON MAIN LEVEL ARE TO RECEIVE SPECIALTY Q - ~ T9 920'9" FASCIAS -SEE DETAILS T2 i,.z„ ' F4JF5 TOPPINGS. VERIFY REQUIREMENTS FO'R PROPER FINISH OF SLAB TO ~ 11] ~ ~ RECEIVE TOPPING MATERIALS. ~ U T22 F11 6 MIL POLYETHYLENE VAPOR BARRIER DIRECTLY BELOW SLABS - TYP. z T2 L C COORDINATE WITH BLINDS MFG. TO PROVIDE S12 I F12 THERMAL BREAK BETWEEN SLAB AND VVALL• VERIFY TYPE OF MATERIAL ~ Q W ~ ~ B ENCLOSURE CASE FOR i AND DETAIL WITH CODE OFFICIAL. ~ 1 ~ DECORATIVE FIBERGLASS t •v E w S7 COL SURROUND PER ~ ~ N MOTORIZED BLIND SYSTEM. F13 FLOORS ON STEEL JOIST SYSTEM ARE 1'0 BE 31/2 THICK CONC. FINISH GRADE VARIES; S1 APPROVED S EC - ° o a o I I OVER GALVANIZED FORM DECK. DECK SHALL BE WELDED TO STEEL JOISTS ~ ~ T5 P v ~ o MAX. HEIGHT AT 916 -0 TYPICAL AT 4 LOCATIONS v o I I AT MAX. 32" OC. AND WITHIN 8" OF EACH END, LAP DECK MIN. OF 3" 0 z ~ SEE DETAILS E B' L I ~ PREPARE CONC. FINISH WITH TOPPING PER APPROVED SPEC. ~ S$ ~ W v ~ S1 ~ a FORM DECK; WHEELING TENSILE FORM SFl -GALVANIZED / 26 GA. ~ I I 4" CONC. LANDING TOPPING STANDARD; NATURE STONE N 0 I I OR OTHER AFPROVED O HARD SURFACE OUTSIDE 0 X ~ _ co I I OF DOOR PASSAGES TO ROOFING: ~ T1 f EXTERIOR - TYP. R1 CLAY BARREL TILE ROOFING OVER WEATHERSHIELD UNDERLAYMENT. ~ ~ ~ O T3 ? F12 TYPICAL FOR ALL SLOPED ROOF SURFACES. SUBMIT PRODUCT SAMPLES _ I TO THE OWNER AND ARCHITECT FOR Rf:VIEW AND APPROVAL PRIOR TO ~ ~ z F10 F10 F10 ~ ORDERING. 0 ~ --a Finish Floor . ' •..5.. 913'3" ° ~ , , Top of Steel Beam - ~..'~.,,°9-._•-r= T„ " ° ° ° ° ° • . ° > ° , ' .e ; R2 PROVIDE ALL FLASHING PIECES, COPINGS, CAPS AND OTHER ELEMENTS ~ ~ ~ ~ ° ^ ' ' .e ' ' ; o ~ ° Fz- TYPICAL AND APPROVED BY THE TILE MFG, TO CREATE A PROPER AND Z Q 912 5 F11 F11 ° ° ° ° ° ° ° ~ ° ~ a WATER TIGHT ROOF INSTALLATION. ~ O ° Fli ° ~ T2 F4 W . • T2 0 USE 5/8" OSB FOR DECKING BELOW ALL TILE ROOF AREAS. PROVIDE ~ F1 F2 I F1 F2 T15 ~ I / ~ I f ~ T15 z R3 pLYCLIP SPACES AND USE GALVANIZED OR OTHER NON Q 9 _ ~ CORRODING FASTENERS. ~ ~ ~ I I 910 5 1/F2 I ~ :I,Qr Fi/F2 ° R4 FLAT ROOF AREAS SHALL USE A 45 MII_ (min) THERMOPLASTIC POLYOLEFIN ~ ~ MEMBRANE OVER 3/4" OS8 DECK. PROVIDE MECHANICAL FASTENERS AND IZ ~ ~ A52 NORTH SOUTH HOT WELDED SEAMS. D ~ /SOUTH SECTION THR ~ SKYROOF AR A PRODUCT STANDARD: GENFLEX WHITE TPO BY OMNOVA INC. ~ ~ \ / N TRACK j j A5.0 Scale: 3/8" = 1'-0" FOR POOL COVER / ~ 3~$" . I I R5 SKYROOF SHALL BE AS DESIGNED, PROVIDED AND INSTALLED BY SOLAR ~ „ „ I POOL EDGE I I I INNOVATIONS INC. OF MYERSTOWN, PA. SUBMIT ALL SPECIFICATION AND STRUCTURAL DATA FOR THE SKYROOF TO THE OWNER AND 0 STEEL C I5TS I I JO ~ I ARCHITECT FOR REVIEW AND APPROVAL. PRIOR TO ORDERING. I I - - - I ° - - - I I STRUCTURAL: ~ SLEEVE FOR • °,o , ° ° I o.• ° ° I RAILING I I S1 STEEL COLUMN AT THIS LOCATION; SEE FRAMING PLANS, SECTIONS 0 I I AND DETAILS. ~ ~ ~ S2 STEEL BEAM AT THIS LOCATION; SEE FRAMING PLANS, SECTIONS C. ON MTL. DEC CON KI I I AND DETAILS. ~ STEEL ANGLE - R2 I I I S3 STEEL EDGE ANGLE PER FRAMING PLANS AND NOTES. STEEL BEAM ~ 2X12 RIDGE PLATE I I S4 WOOD RAFTERS PER ROOF FRAMING PLAN. PERMIT 05.202001 CONTINUOUS REVISIONS PER DUBLIN PLAN A510 POOL EDGE QETAIL ~ I ~ / ~ 1z 1z S5 2X6 WOOD CEILING JOISTS AT 24" OC -INSTALL AS TIE BACK TO RAFTER REVIEW NOTICE OF NOV. 11, 2005 ~ ~ Rl R3 n _ 1_ n --1- A I R3 Ri 3,5~ ~~3.5 ~ 4-~0 \ A5.0 Sc le. 3/ I S6 PROVIDE BOND BLOCK AT THIS LOCATION WITH (2) #4 STEEL REBARS \ I ~ ~ ~ CONTINUOUS; LAP JOINTS 16"; GROUT FULL W/ CONC. GROUT. \ I I I R4 \ I R4 NOTCH 2X12 OVER S7 #6 STEEL REBARS AT 48" OC. IN CENTEIR OF BLOCK CORE FULL HEIGHT OF \ I I I ~ ~ \ WALL PLATE TO MAINTAIN WALL; LAP BARS MIN 16" WHEN NOT CONTINUOUS. GROUT BLOCK FULL AT ~ CLG. DEPTH WHERE OCCURRING ALL REBARS AND ANCHORS. \ j I• I \ Steel Beam Brg -Lower ~Ing - - S4 I T21 CAP FLASH OVER PARAPET S8 PROVIDE "DUR-O-WALL" TRUSS TYPE GALVANIZEp WIRE REINFORCEMENTS S4 I HORIZONTAL IN JOISTS OF BLOCK WALt.S, TYPICAL AT 24" OC (EVERY - ~ „ ~ - - VAULTED C LING AREA 922 0 - - ~ - \ TB - -I-- _ = _ ~ I - - 3RD JOINT). USE TYPE APPROPRIATE FOR BLOCK WIDTH. Top of Masonry Wall - \ S11 STEEL FLOOR JOISTS; PAINT ALL STEEL AFTER INSTALLATION ~`~~~111lllllllllllllbp~/~ T9 ® ~ 9209 I ( , „ \ S2 I ~-S12 BEYOND SOFFIT S2 I I T8 ~ T23 S12 LAMINATED WOOD BEAM PER FRAMING ?LAN, ~ F ~~q~~/~i T22 i -2 T8 ( ) I j \ j I ' 1 2 • ~i I F4/F5 ~ • ~ T9) T22 S13 1/2"0 EXPANSION BOLTS W/ WASHER A'T 24" OC. VERIFY CONNECTION. ~ ~ T9 SOFFITS FOR AREAS AS I I i ~ I I Wl \ SHOwN ON ROOF FRAMING PLAN I . ~ ; JAMES : 0 I i IW1 THERMAL AND MOISTURE PROTECTION: _ * ~ CALHOUN \ I I I I ~ ~ ws \ I i F3 \ , „ I v a -o RADE EL, NOT TO EXCEED - \ j ~ I I I T5 IW5 T1 FOR ALL BASEMENT AND CRAWL SPACE WALLS PROVIDE EXTERIOR = i I LIQUID RUBBER WATERPROOFING COATING TO EXTERIOR SIDE OF BLOCK ~ ~ 5694 ti ~ 15'-6 T5 ~ SS HANDRAIL CUSTOM I I OR CAST CONC. WALLS. ~ w~ I I PRODUCT STANDARD: ECO-FLEX WF BY AQUASEAL OF NIAGARA FALLS, NY. ~~~C1s~~'•...•••..••'••~~`~\~o`~ I LOPE SUR A \ AS SHOWN ii ~ G ~ F3 T2 FOR FOUNDATION WALLS WHERE INSIDE IS FILLED, COAT WALL TO i4i/ QED A~ RAIN AWAY FROM BLDG. S8 \ n I I I - \ I I ~ /////lllllllll IIIlV11111~~~~ I I ,g7 PROVIDE DAMP-PROOFING USING AN APPROVED HYDROCIDE MASTIC. AT CONTRACTOR'S OPTION THESE WALLS MAYBE TREATED WITH A II HAND \ j I I I I ~ \ II I WATERPROOFING AGENT AS NOTED IN T'1. I a ; RAIL \ I c I 2'-0"VERIFY T1 0. ~ v I I T3 INSTALL A 1" THICK RIGID CLOSED CELL INSULATION BOARD ON F13 I F13 I ,3 I ~ SLOPE SURFACE TO EXTERIOR OF BASEMENT AND CRAWL SPACE WALLS FROM FOOTER s3 ° ° i DRAIN AWAY FROM BLDG. TO 2" BELOW FINISH GRADE. PROVIDE .A FASTENING SYSTEM AND Flnlsh Floor FIRE RETARDANT ~ARRIE~ WHEN REQUIRED BY CODES. • ° • • :d ~ . : ~ • : ~ • • • ~ ~ • • . ~ • • . PRODUCT S7ANDARD:~ FORMULAR BY OWENS CORNING. ® i n ~ - - - -~_-~-~-.ter- - To of Steel Beam • ° ~ T4 INSTALL A 2" THICK RIGA) CLOSED CELL INSULATION BOARD ON ® ~ 912 5 I I I - ~ ~ INTERIOR SIDE OF FOUNDATION WALLS AT SLAB ON GRADE S6 \ ~ \ o ,o S11 i S6 - CONDITIONS. TAPER BOARD OR USE OTHER APPROVED DETAIL TO I I 511 TM pDOLST~NDiNGPL4TEWILL h~ S2 S~ S2 ~ l BE SUP RTED W/ \ ' o.oo \ - o>•e I I~~ ~~=111111 ACHIEVE THERMAL BREAK FROM EXTERIOR WALL. I 12"XB"X 6"CONCRETE I S3 ~ BLOCKS 5 RE U1RED, CONC. I Bot, Ftg :o~ j FILLALL~CELLSANDPROVIDE M1 • ,e,>. PRODUCT STANDARD: FORMULAR 250 BY OWENS CORNING. 7 „ 910 5 0„ ~ ~ 1" GROU . _ I °c'~ ~.--CLEAN GRAVEL BACKFILL T5 BLOCK CORES THAT ARE NOT GROUTED SHALL BE FILLED WITH TYPICAL CORE FILL 500 FOAM INSULATION AFTER WALL HAS CURED TO ~ ° ~ I / ~ PROVlDI~ BY GENERAL I I I s,°. I ~ CoNTw, oR. ~ '°°t PROVIDE A MINIMUM R=7.0 COMPOSITE WALL. ~ ~ I Ti ° i ° T6 ~ - L-- _ _ ~ I • ° T3 T6 PROVIDE 3 1/2" FIBERGLASS GATT INSULATION TYPICAL AT INTERIOR PRINT DATE: 11/14/05 I ~ T r ~r it ~ I , T1 PARTITION WALLS FOR SOUND CONTR01. ORIGIN DATE: 2/osro5 . ~ -T------------ T7 R19 FIBERGLASS BATT INSULATION TYPICAL FOR EXTERIOR i I II II N I I I s I ' ° F3 FRAMED WALLS AND BANDS WITH DEPTH GREATER THAN 4". REVISION: I ~ COLDJOlNT C LD J INT 0 0 e_v~__~.._,~ TINT I T8 R38 FIBERGLASS BATT INSULATION; USE HIGH DENSITY \ ~ ~ I AT THIS CO DITION AT THIS CONDITION I ' • ~ ~ ~ ° ~ ~ ~A CO DITION 'S2 FIBERGLASS OR OTHER APPROVED INSULATION SYSTEM WHEN ~ 10/14/05 ALL SHEETS ss _ ~ .S8 RAFTER DEPTH IS LESS THAN 10". F10 i F12 ' ' T9 NOTE THAT ALL EXTERIOR WALLS AND ALL CEILINGS SHALL D , ' , ' ~ i• ~ .0 . . D G~ ~ P • TOC Basement Slab T15 - e , RECEIVE A LAYER OF 4 MIL POLYETHYLENE VAPOR BARRIER BELOW 1 11 9049 I ( t . I ' T15 THE FINISH GWB OR OTHER FINISH MATERIAL. INSTALL BARRIER • CONTINUOUS AND MINIMIZE FASTENERS AND PENETRATIONS. n g' - -------I-- -.-E-. _ _ _ 903 9 ~ F11 I I I -'-•-I-•-~-•-•-~ T15 4" PERFORATED FLEX DRAIN TYPICALAT EXTERIOR OFALL F11 I I FOUNDATION WALLS. EXTEND TO DAYLIGHT OR OTHER APPROVED ( I STORM WATER REMOVAL SYSTEM. I F2 THICKENED SLAB WITH j F2 T20 PREFINISHED METAL DRIP EDGE -CAP OVER UNDERLAYMENT. DGQAO OC? I I~ SNEF7 n~unnr~n FOUNDATION PLAN T21 COPPER FLASHING. ~ A51 NORTH/ SOUTH i / SOUTH SECTION THRyl POOL AREA T22 CONTINUOUS EAVE VENTS PER APPROVED SPEC. I i l 1 1-011 T23 HEAVY GAUGE METAL GUTTERS AND DOWNSPOUTS; SELECT TYPE, { i A5A Scale; 3/8" = 11-0" l PROFILE, COLOR AND INSTALLATION ACCESSORIES TO MATCH A5,80 EXISTING S/DS SYSTEM AS CLOSELY AS POSSIBLE. NOTES ARE CONTINUED ON SHEET A5.1 I I 1 James Calhoun ~rchifec~ Inc. NOMINAL 1 1/2" X 41/2" ALUM OR A D WINDOW DATA SPgCIFICA710NS FRAMING, BEND TOP AND BOTTOM 0 313 Walhalla Road 3'-1" c / c ~ RAILS TO FORM CURVE PER PLAN; ~ Columbus, OH 43102 GLASS INSETS ARE STRAIGHT, fel.(614) 2616525 VERT. ALUM MULLIONS, TYP. ~ fax (614) 261.1093 JCARCTEC~COLU MB U S.R R.COM CUSTOM METAL CUSTOM METAL ~ MUNTINS SECURED \ MUNTINS SECURED 1 s 0 i 0 ON INTERIOR SIDE 3 1/4" 3" ON INTERIOR SIDE OF FRAME, USE \ OF FRAME. USE SYSTEM THAT ALLOWS ~ SYSTEM THAT ALLOWS CASINGS A D ~ ~ a TRIM PER MUNTINS TO BE REMOVED \ MUNTINS TO BE REMOVED o BY OWNER. 0 \ BY OWNER, ~ APPROVED h „ Q E AND o 0 o W \ STYL ~ PRIMARY ACTIVE ~ PRIMARY ACTIVE o ~ , ~ i ~ a FINISH ~ ~ DOOR VARIES PER ~ ~ DOOR VARIES PER o I ~ a LOCATION -SEE PLAN ~ ~ ~ LOCATION -SEE PLAN E ~ PROVIDE TOP / BOT i0 D / FLUSH BOLT FOR a a w ~ INACTIVE DOOR ~ / I a 1"INSULATING UNITS ~ , TEMPERED GLASS MIN, ~'"~.``~,""°'=?`-W":`s-u"~`" _~"~:~"`LL ~ 3/16" THICK a D10=2'4" 0 0 0 0 1" INSULATING GLASS UNITS ~ D11=2'8" ~ p p p WITH LOW "E" GLASS AND INERT ~ D12=3'0" o ~ ~ p D07 / D08 6'-11" o a GAS FILL. USE SOLAR BRONZE GLASS FOR INTERIOR SIDE. ~ p p ~ D01 / D02 FIELD MEASURE TO VERIFY ALL GLASS TEMPERED NEW DOORS SHALL BE 13/8" OR 13/4' THI K o 1-- 6 PANEL SOLID FIBERGLASS WITH (3) BRAS HINGES, p METAL MUNTIN INSERTS. Q VERIFY CASINGS, TRIM, HARDWARE AND VERIFY WITH OWNER WHETHER TO USE D03 / D04 / D05 5'-8" FORM AS INTERGRAL UNIT ~ ~ FOR EACH WINDOW; PROVIDE ~ t,) FINISHING SPECIFICATIONS WITH THE OWN'I:R SWING DOORS OR SLIDING DOORS AT THESE AND ARCHITECT PRIOR TO ORDERING. LOCATIONS SYSTEM TO SECURE TO FRAME ~ SUBMIT SAMPLES FOR REVIEW AND APPROV~IL. D06 7' 4" NOTE: NOTE: 0 Q ALL ALU 0 ~ ALL ALUMINUM FRAMING FOR EXTERIOR WINDOWS SHALL PROVIDE THRESHOLD AND WEATHER STRIPPING FOR PROVIDE THRESHOLD AND WEATHER STRIPPING FOR USE A T USE A THERMALLY BROKEN SYSTEM AND PROVIDE GLASS STOPS 0 (x ~ ALL DOORS OF THIS TYPE. SEE PLAN NOTES FOR OTHER ALL DOORS OF THIS TYPE. SEE PLAN NOTES FOR OTHER REMOVE REMOVABLE FROM BUILDING INTERIOR. ~SRAFETY GLASS REQUIRED ~ l7 ~ 0 DOOR SPECIFICATIONS DOOR SPECIFICATIONS. FINISH E R3cQ ~ ,?4b y RC6 Z ~ FINISH FOR ALUMINUM FRAMINE MEMEBERS IS TO BE APPROVED ~ ~ ~ Q VERIFY ALL HARDWARE SELECTIONS AND SPECIFICATIONS VERIFY ALL HARDWARE SELECTIONS AND SPECIFICATIONS BY THE BY THE ARCHITECT AND OWNER PRIOR TO ORDERING. WITH THE ARCHITECT AND OWNER PRIOR TO ORDERING. WITH THE ARCHITECT AND OWNER PRIOR TO ORDERING, ~ L~ `z a ~ 0 A61 EAST WINDOW BAY ELEVATION o A 4 RIOR DOORS A63 OPTIONAL SLIDING DOOR ELEVATIONS A62 SWING DOOR ELEVATIONS A61 6 TYP.INTE ~ z A6.0 Scale: 3 8" = 1'-0" A6.0 Scale: 3/8" = i'-0" A6.0 Scale; 3/8" = 1'-0" A6.0 A6.0 Scale: 3/8" = 1'-0" ~ Q a ~ ~ ~ z p OQ ~ t7 a o z QO zl-III C~ ~ 1'-6" ~ N TYFE P o00~ (V ILLUSTRATION ,~P24 ALUM WINDOW FRAME AT PERIMETER BEHIND STEPPED ~ 1 1/2" X 3"; VERIFY DETAIL AND FINISH LIGHT TRACKS BEHIND LIGHT TRACKS BEHIND WITH ARCHITECT. BUILT OUT FASCIA CIA TRAY CAP WITH BUILT OUT FASCIA WATER RESISTANT 1~ 0 GWB WITH APPROVED FINNISH STUCCO FINISH ~ 6~~ BRACE BEHIND FASCIA AT MID SPAN ii ALUM WINDOW FRAME AT'PERIMETER 0 1 1 1/2" X 3"; VERIFY DETI~IL AND FINISH SMOOTH TUSCAN I I { _i`_ _ - S o WITH ARCHITECT. STYLE TAPERED PERMIT 05.202001 i FIBERGLASS COL. REVISIONS PER DUBLIN PLAN W/ FINISH PER REVIEW NOTICE OF NOV. 11, 2005 . ~ APPROVED SPEC. 0 ao ~ / n \ r / v CLEAR 3/8 SILICONE ~f E JOINT - TYP OF 5 ~ r / w i~ ~f ~ ~ SEE COL. DETAIL \ 1° ~ / v THIS SHEET \ I ~ m ~ \ W ~ / w CLEAR TEMPERED GLASS \ ~ ~ 115/8" ~ iv 1 /2 THICK - TYPICAL of 6 ~ ~ /j CLEAR 1fEMPERED GLASS RAISED CONC. \\`I~Illllluulllo IFlllll~l//ii/~~ ~ / p p 1 /2" THIICK -TYPICAL BASE WITH Q ~~ii,~ w, \ ~ / ~ ~ NATURE STONE ~ 3/8" WIiDE CLEAR SILICONE FINISH ~ ti ~ ~ ~ \ CI t0 CI ~ ~ \ / SEALANIT JOINT, TYPICAL FOR ? ~ JAMES ~ 16'-91/8"frame to frame / INTERMIEDIATE JOINTS ~ * ; CALHOUN ; * _ 'i ~ \ \ i • 1' 6" FINISH i ~ 5694 , ti \ i w~ i D~ FULL GLASS DOOR IN 1 I f I I I I I I i I I 1111111/ SS TOP BOT FRAME ALUM WINDOW FRAME AT PERIMETER FULL GLASS DOOR IN p / AND PIVOT HINGES WITH 1 1/2" X 3"; VERIFY DETAIL AND FINISH SS TOP/ BOT FRAME 8'-5° FIELD VERIFY A66 FIBERGLASS COL. SURROUND ~ HANDLE SET THRU GLASS. WITH ARCHITECT. AND PIVOT HINGES WITH : NOTE THAT PIVOT BOX TO HANDLE SET THRU GLASS. A6.0 Scale: 1/2" = 1'-0" BE CAST INTO CONC. DECK A65 INTERIOR GLASS WALL -LOOKING EAST ~IIII ~ A6.0 Scale; 3/8" = 1'-0" i i ~I i i~ FENESTRATION SCHED LE FOR 1 ~HED LE FOR THE N W HOUSE ADDI ION OPTION FOR ALUM. FRAME ~ DOOR WITH FULL GLASS LITE ~ I AT THESE LOCATIONS - \ ROOM OR ROOM VERIFY WITH OWNER. \ AREA ROOM SF 8% RE 'D ACTUAL 4°!o RE 'D ACTUAL NOTES ' GLAZING SF GLAZING SF VENT SF VENT SF PRINT DATE: t t/ta/o5 ORIGIN DATE: 2/OS/05 v FITNESS ROOM 133 1330 106.4 625.4 53.2 84 1 2 3 \ POOL ROOM 94f 940 75,2 192 37,6 71.2 1 2 REVISION: \ BATH SAUNA 13( 130 10,4 O 5.2 0 1 1~10h4105 ALL SHEETS LAUNDRY 90 90 7.2 1.8 3.6 0 1 D BASEMENT 125 1250 100 0 50 0 1 TOTAL NET SF 374 D 3740 299.2 819.2 149.6 155.2 NOTES; f 1l IN A~~ITI(1N Tfl TNF FNT ANII 7NF FNT ANII f;l A71 ARFAR Rul11A1 1 rule coerG i oonvincn inuTi AI]TICIl~AI I .n. To.ln •Alll AAr' • • • • • • • • • - • ^ • v ~i ~ . ` . + . . . - 1 1 I lV Y I VLV YYI 1 I 11111 I If IL//'1L LIU l livu "Mu w~[ AS IS SHOWN ON THE LIGHTING J THE LIGHTING AND MECHANICAL PLANS, D SHEET 2 GLAZING AREA INCLU ES THE S NCLU ES THE SKYRO F OR SKYLIGHT,81 BASED ON THE FOOTPRINT AREA 3 VENT AREA ASSUMES USE OF SI UMES USE OF SLIDING DOORS AT LOC TIONS NOTED A OPTIONAL D a A600 a f i ~ CONSULT ARCf CONSULT ARCHITECT FOR DETAIL OF HOIST SUP{ _OF HOIST SUPPORT WALL AND NOTES AND GENERAL „ CONNECTIONS CONNECTIONS TO EXISTING STRUCTURES. REQUIREMENTS FOR THE ELEVATOR CONTRACT James Calhoun ~rchi~ec~ Inc. 5 -4 SECURE HOIST -SECURE HOISTWAY FRAMING TO THE NEW IRON WORK ENCLOSUR 2~_~" 2'_6" NEW AND EXIS NEW AND EXISTING STRUCTURES PEIR DETAILS C7 313 Walhalla Road AT EACH LEVEL AT EACH LEVEL PER APPROVED DETAILS 1) THE ELEVATOR MANUFACTURER AND INSTALLER(S) SHALL BE RESPONSIBLE TO 0 Columbus, 0{143202 SEE DOME pLAN DETAIL NEW IRON W01 - ~ PER DETAILS NEW IRON WORK ENCLOSURE SUPPLY ALL DETAILED INFORMATION, DP,AWINGS, STRUCTURAL DESIGN AND OTHER fel.(614) 2bl•6515 PER DETAILS ITEMS REQUIRED TO OBTAIN PERMITS AIVD TO ACCOMPLISH A COMPLETE AND ° fax (b14) 261.1093 PROPERLY OPERATING ELEVATOR SYSTEM AND HOISTWAY, JCARCTEC®COLU MB US.RR.COM I ~ 2) ALL EXISTING CONDITIONS AND ALL DIMENSIONS SHALL BE EXAMINED IN THE Cl h FIELD AND VERIFIED BY THE ELEVATOR MANUFACTURER, ALL SUBCONTRACTORS, 3/4" DIAMETER ~ IRON RODS, ? m EXISTING WOOD SEE DOME ELEVATIONS RAILING TO REMAIN ALL INSTALLERS AND ALL MATERIAL SUPPLIERS, ~ AIN ~ ~ M _ r. _ J ~ NOTIFY THE ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. ~ r 36" X 80" DOOR PER 4'-10" clear APPROVED DETAIL ~ I I ~ GLASS- ? (DESTINY - I 3) SUBMIT ALL PRODUCT LITERATURE AND SAMPLES OF ITEMS TO BE USED IN THIS ~ I 3 DIAMETER r O d' 40AXD 4RD SIZE c I I 0 ORDE I OG A O ITEMSC MOCK UPS OF~ RON WORK AN OTHER ITE SVSHALLI BE ° I IRON SPHERE d, ~ I CENTERED ON APEX , ~ ~ I SUPPLIED AS REQUESTED BY THE OWNEF; OR THE ARCHITEC"f, ~ I N I iv ~ M I ELEVATOR CONTROL , I ' I 2" SQUARE METAL BOX 4) DESIGN AS SHOWN ASSUMES USE OFA NATIONAL WHEEL-O-VATOR "DESTINY" ~ I TUBING, TYP. ? PER MFG. SPEC. MODEL WITH A CUSTOM GLASS ENCLOSED CAB AND USING A BRASS ENTERPRISE 0 GATE AT EACH LANDING. NOTE THAT THERE ARE FOUR LANDINGS WITH THREE I ~ GLASS ACCESS LEVELS ON THE EAST SIDE AND ONE ACCESS LEVEL ON THE WEST SIDE. D I 2" DIAMETER IRON SPHERE M NEW IRON WORK ENi DETAILS OF THE CAB AND ALL ITEMS OF'THE INSTALLATION SHALL BE REVIEWED IRON WORK ENCLOSURE ND APPROVED BY THE OWNER PRIOR TO INSTALLATION. D ' ' I TO BE CENTERED ON ~ PER DETAILS ~ ~ )ETAILS ~ ~ I INTERSECTION OF r , ~ I METAL BARS I ' 5) THE ELEVATOR SYSTEM MFG, AND INSTALLER SHALL SUPPLY ALL PERTINENT ~ ' I DATA TO THE ARCHITECT AND THE GENE{tAL CONTRACTOR RELATING TO THE CONSTRUCTION OF THE HOISTWAY, THE REQUIRED STRUCTURAL LOADINGS, THE ' ~ I CAB EXIT ON C14 DOME PLAN DETAIL REQUIREMENTS FOR ELECTRICAL SYSTENI HOOK UPS, ETC. TO INSURE A SAFE, ' I UPPER FLOOR TIMELY, AND PROPER INSTALLATION. ' C1.0 Scale: iJ2" = 1'-0" ' I EL12 UPPER LEVEL PLAN ' I 6) THE ELEVATOR SYSTEM MFG. AND INSTALLERS} SHALL COORDINATE WITH ° I HE GC AND THE OWNER REGARDING ACCESS TO THE PREMISES AND GENERAL REQUIREMENTS FOR CONSTRUCTION, ThIE ELEVATOR INSTALLERS SHALL BE I EL1,0 Scale: 3/8 = 1-0 RESPONSIBLE TO PROTECT THE PREMISESi AND TAKE ALL NECESSARY CARE TO ° ' I VOID ADVERSE CONDITIONS OR DAMAGES RESULTING FROM WORK UNDER ' ' I EXISTING N EXISTING WOOD HIS CONTRACT, RAILING TO I ,RAILING TO REMAIN 0 rlor uppe o SECURE HO' SECURE HOISTWAY FRAMING TO THE NEW AND E; I AT EACH LE NEW AND EXISTING STRUCTURES ~ AT EACH LEVEL PER APPROVED DETAILS NEW IRON WORK ENCLOSURE ~ CONSULT ARCHITECT FOR DETAIL PER DETAILS ( OF HOIST SUPPORT WALL AND I CONNECTIONS TO EXISTING I STRUCTURES. NEW IRON 1 I PER DETAIL' NEW IRON WORK ENCLOSURE ° PER DETAILS I I 0 ti ' I ' I ~ I ' I I I ° I I I I r( 36" X 80" DOOR WITH ' I -4 - INTERLOCK PER ELEVATOR I M I ( 14 -id" clear I ( MFG. SPEC. ' I o ' I ~ I ~ ~ ' ji I I I I I ~ ~ CAB EXIT ON X 3 ' ~ I MAIN FLOOR ~ 6 X 80 DOOR WITH rH I I I I I I O INTERLOCK PER ELEVATOR i ~ ~ I a MFG. SPEC. EVATOR I r~ l I I I iv I I I ELEVATOR CONTROL BOX i ' ' I ELEVATOR CONTROL BOX L BOX l - ~ PER MFG. SPEC. - - ~ ~ ' i PER MFG. SPEC. ' ~ I I I - 0 , ~ I I NEW IRON WORK ENCLOSURE - CAB EXIT ON ' ' I PER DETAILS NCLOSURE key plan -main level ° ~ ~ ATRIUM LEVEL ~ ' I PROPOSED HOISTWA'Y LOCATION ~ ' I - EXISTING PLANTING I; o ° ~ ' i AREAS TO REMAIN. EXISTING STEPS ~ I ' ~ main floor REMOVED ~ I PERMIT 05.202001 REVISIONS PER DUBLIN PLAN REVIEW NOTICE 4F NOV. 11, 2005 CUT TILE AT GROUT LINE REMpVE r - i ~ ~ ~ ~L10 ATRIUM & MAIN LEVEL PLAN AND PRESERVE TILE AS POSSIBLE FOR REUSE - CONSULT ARCHITECT „ _ , „ WHEN EXISTING STRUCTURE EL1,O Scale: 3J8 - 1-0 f - ~ IS REN'IOVED TO DETERMINE REQUIIREMENTS FOR NEW I I - ~ - ~ ' I HEADERS. SHORE UP EXISTING '~I~- _ ' ; FLOOR SYSTEM AS NEEDED UNTIL Ivel atrium e , ~ ~ NEW HIEADRES ARE IN PIACE AND ~ SECURED. 'I , r'~ ~ I (2} #6 REBAR AT TOP , ``\~~~~~~~~~WU~Ui~lrlurrrrgi//// OF NEW CONC. DOWEL , ; PROVIDE NEW 1/2" GWB FINISHES ~ ~ ~ INTO SIDE WALLS ' ' D, ~ i ~ ° ' ~ PORTI(ONS OF NEW CONCRETE WALL , ~ T RA • ~j i E ` CAST TIGHT TO ~ , ' EXISTIfNG MASONRY ~ JAMES ~ p EXCAVATED GROUND ' ' ' WALLSi REMOVED X C a ' -SEE FLANS ~ PROPOSED L CATION FOR ::.1 5694 MIN.8 THICKNESS ~ ~ p~ 0 . ' ' CAB EXIT ON a ELEVATOR E UIPMENT - Q ::::,:::.:.,,:::~~.:a:; ~ BASEMENT LEVEL o. VERIFY AND MEET ALL SPACE, • Q ' ELECTRICAL AND MECHANICAL HATCH DENOTES ~ ~ ' REMOWE RAISED FLOOR ANq INTERFACE REQUIREMENTS FOR e i........_...._...._..J i...... ._...i /t9T ~~~~~i~N~~~~ GROUND AREA TO BE ~ REROUIT SANITARY LINE AS PROPER INSTALLATION, //l / i i~ ~ ~ D I I ~ u Ag C EXCAVATED ° , • ~ NEEDE!D ~ ~ #6 STEEL REBAR AT ' 16" OC EACH WAY ~ ERIFY PIT DEPTH ~ ' ITN MFG. - 8" N I SSUMED ' I ^ i _ r.. .a basement 8" MIN a ~ ' ° HALL 1LL °a D ~ io CONSULT ARCHITECT FOR DET ~ ~-r•-- , ~ y. NEW i 6" X 80" DOOR PER DETAIL 1ITECT FOR DETAIL 4'-14" clear 3'-10" VEERIFY OF HOIST SUPPORT WALL AND 'ORT WALL AND VERIFY W/ EL, MFG. c D CONNECTIONS TO EXISTING TO EXISTING EXISTING SAN STACK TO BE iv I STRUCTURES. ' °a ei RELOCATED D REMOVE EXISTING DOOR AND PORTION OF EXISTING MASONRY NEW CAST CONC. VC, WALL TO ENLARGE OPENING. PRINT DATE: 11/14/05 ~ 1-0 8 DOWEL NEW SLAB TO EXISTING FND. ~ WALL, MIN 8" THICK THICK I I PROVIDE NEW HEADER ORIGIN DATA: 2!05/05 WITH #6 REBARS AT 16" OC E WITH REBAR PER SECTION 'ER SECTION ,1,. ~ WILL BE ECTR{CAL WORK ELEVATOR CAB,) I ~ ALL EL ~ ~ HATCH E CORDANCE 3 D NOTES AREA TO BE .S AREA TO BE NOM. 40" X 54"I I REVlS10N: 'I INSTAI.hED IN AC EXCAVATED IN ADDITION TO C13 SE ION AT ELEVATOR SHAFT ;SJO,ALCOE~E, ~ ~ ADDITION TO AREAS I I QI I 'CONC. WALLS. I I i I o 1 11!14105 E NATIONAL ELECT FOR NEW CAST CONC. WALLS. TH ~ „ _ , „ w NOTE THAT A PORTION OF THE PORTION OF THE I I I C1.0 SCaI : 1J2 - 1 > EXISTING SLAB MUST 8E REM( S MUST 8E REMOVED I I I I RELOCATE EXISTING IRON ° TO PROVIDE FOR ELEVATOR PI )R ELEVATOR PIT. I I I I DOOR PER OWNER'S DIRECTION r~ - EXISTING MASONRY WALL REMOVED AS NEEDED; ~NRY WALL REWORK EXISTING FLOORS IEEDED; AS NEEDED TO PROVIDE LEVEL YKVVIDE NEW HEADER. -EL10 BASEMENT LEVEL PLAN HERDER, TRANSITION FROM MAIN BASEMENT FLOOR TO ELEVATOR STOP LEVEL, SHEET ELEVATOR CONTROL BOX PER MFG, SPEC, D a EL1.0 Scale: 3/8" = 1'-0" N a Cleo a James Calhoun ~rchi~ec~ Inc, ~ 313 Walhalla Road ~ Columbus, ON 43202 fel.f 614) 261-b§2~ IRON SPHERE - 1'-4 7/$" 5'-4" 1'-1 5/8" ~ fax (614) 2b1.1093 3" DIAMETER JCARCTEC@COLUMb U3.RR.COM HEIGHT CLEARANCE - o ~ FORIRON DOME FRAME TO BE FIELD VERIFIED m ~ ~ ° ° ° o ° ° ° ~ M ° ° ° IRON SPHERE ° ° ° o r a r ° 2" DIAMETER 00 L1) I t" NO GLASS OR BARS IN THIS SPACE -PAINTED GWB FINISH ON HOISTWAY WALL IRON FRAME l`- RON SCROLLWORK AND GLASS ER TYPICAL DETAILS ENCLOSURE PER LASS NOT RE UIRED APPROVED DETAILS Q HIS ELEVATION ~ i~ 6 3 8" 6 3 8" 1 -3 5/8 4•' EQ EQ M M a IRON VERTICAL o BARS 3/4" DIAME7 SPACED AS SHOWN NIOTE; VERIFY CLEARANCES ~ REQUIRED FOR FINISH FLOORING; ~ ADJUST DOOR INSTALLATION ~ ~ XISTING WOOD EXISTING WOOD ~ - AT EACH DOOR OPENING AS NEEDED, r .i EMAIN ILING TO REMAIN RAILING TO R ~ ~ 0 2" SQUARE METAL ~ , TUBING, TYP, ~ ~ C7 AND FLOOR a ~ ~ 1 co ~ ~ G~ a NOTE: EACH ORNAMENTAL 00 N IRON WORK PANEL SHALL ~ ~ 1 RON SCROLLWORK BE PIN HINGED TO THE ER TYPICAL DETAILS m \ ~ 0 LASS NOT REQUIRED TUBULAR FRAME TO ALLOW IS ELEVATION THE PANEL TO SWING OUT ~ H AWAY FROM THE GLASS FOR N ~ ~ EASE OF CLEANING. L~ NO GLASS OR BARS ~N THIS SPACE -PAINTED 0 GWB FINISH ON HOISTWAY ~ ~NALL 4„ ~ N 1 -3 3/ ~ ~ m o G~ - o ~ ~ ~ a a i a EXISTING WOOD ~t' XISTING WOOD RAILING TO REMAIN ~ ILING TO REMAIN r- PERMIT 05,202001 00 ELEVATOR CONTROL BOX p REVISIONS PER DUBLIN PLAN ~ PER MFG, SPEC, d' pp ST FLOOR REVIEW NOTICE OF NOV, il, 2005 I ~ ~ O - - - ~ O 3'-0" ~r I ~ - - - r-- I ~ Dd00R INTERLOCK 2'-O 3/4" 51 /`2" MiECHANISM ~ EXISTING PLANTING ~ ~~~~~~~ppNpplllllfliplllll/r/~~~~~ AREA TO REMAIN. ATRIUM LEVEL ~,o~ OF p IRtON HORIZONTAL t!) ~ •••r••••B••••h•••~ BARS 11/4" WIDTH ~ ~C, ~ , ~ ~ JAMES : p ' IR20N FRAMED ELLEVATOR DOOR _ * ; CALHOUN WlITH TEMPERED d- ~ ! SCOLAR BRONZE ao ~ 5694 GLLASS, C • • w OTfHERS SIMILAR ~ ~ '//i~~~~sr~~ED •'A~C~~~\\\ 0o r~/i/rutlllt~uulplpll~~~~~ BRAASS PULL- TYPICAL ~ I 1 -4 IRON VERTICAL ~t' BARS 3/4" WIDTH, r-, SPACED 6 3/8" O.C, ~ ' " 3'-81 /8" 1'-10" 3'-4" 1 -7 7/8 M (3)) BRASS BALL BRG. HIPNGES, TYICAL EACH DOOR ~ n r n 5 -4 5 -4 BA',SEMENT PRINT DATE: 11/i4/05 ORIGW DATE: 2/05/05 WEST SIDE A1:~. ELECTRICAL WORK'WILL 6E C24 SHAFT ENCLOSURE EAST SIDE REVISION: ~ -SOUTH SIDE C23 SHAFT ENCLOSURE -WEST SIC _ C22 SHAFT ENCLQSUR C21 SHAFT ENCLOSURE NORTH SIDE I~YSTALLED IN ACCORDbNCE WITH C2,0 Scale: 1/2" = 1'-0" ~ 11114145 1 2" = 1'-0° C2,0 Scale, i/2" = 1'-0" „ _ „ C2.0 Scale, / C2.0 Scale, 1/2 1 0 THE L~l'ATIONAL ELECTRICCAL CODE, NOTE; ALL DIMENSIONS ARE NOMINAL AND SHALL BE D FIELD VERIFIED BY MATERIAL SUPPLIERS AND FABRICATORS. SHEET o 0 C2,90 a a MISC. ELEVATOR NOTES / SFECIfFICAT1pNS: James Calhoun l~rchifecf Inc. ELEVATOR HOIST MECHANISM IBASED ON ~ 313WaIhallaRoad 1/2 1/4" SOLAR BRONZE Cj Columbus, OH 43101 A ROPED HYDRAULIC SYSTEMI.; ' ~ ~ ~ ~ -fel.(614)1b1.6515 GLASS SET INTO METAL FRAME ON 1/4" SOLAR BRONZE ~ 0 fax (614)1b1.1093 - RUBBER CUSHION GLASS SET INTO MATCH EXISTIP 4 ~ MATCH EXISTING C~. , ~cnecrecc~co~uMaus,ee.coM STRIPS. USE TEMPERED METAL FRAME ON SCROLL WORK TYPICAL STEEL TUBING: RU ~ 7~~ ' RUB ER USHION SCROLL WORK GLASS WHERE REQ D BY S C DETAIL #2 DETAIL #2 2 1/2" X 21/2" X 3/16" ~ , _ l ~ CODES.SAFETY GLASS STRIPS. USE TEMPERED MAY BE USED AT OTHER GLASS WHERE REQ'D BY 1/2" WELDED FRAMES; FINISH 1:2 cable~'ropcd hydraulic unit u~iiizing. (~)~~318" - 7 x l~ steel core TO BE VERIFIED W/ aircrai~ wire ro a Inte Iafed intq a."rartig header sheave mounted to~ ~ LOCATIONS. CODES.SAFETY GLASS OWNER AND ARCHITECT ~ ~ ~ MAY BE USED AT OTHER ORNAMENTAL METAL SCROLL a 10nult or ~Omnt diameter hyd~aill~c~Ii~'der LOCATIONS. WORK WELDED INTO IRON FRAME 1/2 • 7~0 lbs capacity standard (95~ lhs~eapacit}~ optional) C7 3/4"0 TUBE STEEL VER WELDED IN PLACE 1/4" SOLAR BRONZE IN PLACE VERTICAL, • 2 speed valve , • ° I'+' ~ • Remote machine roam up to ~0' ' rho ~ t STEEL TUBE: 3/4"0 TUBE STEEL VERTICAL, GLASS SET INTO )LAR BRONZE SET INTO • Submerged motor for quiet operation 1 1 4 X 1 1 4" ~ WELDED IN PLACE ~ METAL FRAME ON / / FRAME ON MATCH EXISTING • ~'loc~r specific battery descent RUBBER CUSHION t CUSHION SCROLL WORK 3$ f m travel s eed STRIPS. USE TEMPERE[ GLASS WHERE REQ'D 8 .USE TEMPERED DETAIL #1 p p 0 WHERE REQ'D 8Y ~ CODES.SAFETY GLASS SAFETYGLASS I 4 RUBBER 1 4"!~ STEEL HINGE PIN ON RUBBER .,v, f / PADS MAYBE USfD AT OTHE PADS ~ NYLON SPACER -TYPICAL USED AT OTHER 3/4"D STEEL TUBES 0 LOCATIONS. FOR EACH SCROLL WORK ONS, PANEL. OTE, ~ ~ LAZING FRAME AT DRILL TUBE STEEL TO C33/ C3.0 OP AND BOTTOM OF STEEL RECEIVE PIVOT PINS. TUBE LASS ONLY 21/2 X 21/2 X 3/16 'UBE - 21/2 X 3/16 ~ _ i STEEL TUBE STEEL TUBE TEMPERED TEMPERED 21/2 X 21/2 X 3/16 21/2 X 21/2 X 3/16 GLASS MOUNTE GLASS MOUNTED ~ I`~~ ` BEHIND IRON BEHIND IRON WORK, TYPICAL WORK, TYPICAL f,~ ALL OPENINGS 3/8" 1/2" ~ UNLESS NOTED ALL OPENINGS UNLESS NOTED ~ ~ OTHERWISE, OTHERWISE, , . i I„ HINGE PIN M STEEL TUBE: UBE: ! 1 1/4 X 1 1/4" 1 1/4" I • STEEL TUBE: ~ , 1 1/4 X 1 1/4" GLASS PER SPEC. + , aER SPEC, I ORNAMENTAL METALS( I I~ r. :NTAL METAL SCROLL I ( I~ ~ WORK WELDED INTO IP 4'ELDED INTO IRON o o ~ . ~ GLASS PER SPEC. GLASS PER SPEC. FRAME N a U U ~ 0 C30 TYP SHAFT ENCLOSURE PANEL r~ r D ~ C3.0 Scale; 1.. = 1~.0~~~ ~ 0 ~ ~ SHOWN FOR GENERP~L REFERENCE TO DETAILS - ALL ELECTRICAL WORK WILL BE ~ INDIVIDUAL CONDITIONS MAY VARY. INSTALLED !N ACCORDANCE WITH ~ ' ~ r, ' ~ ~ry ~ DETAIL C31 -ACTUAL SIZE DETAIL C32 -ACTUAL SIZE DETAIL C33 -ACTUAL SIZE ~'HE t~lATlOI~AL ELE ~ ~ CTRICAL CODE, ~ ~ / ~ ~ _ ~ •MW h t t:. C r ~ i ~is~'". ia~ s~T'rcm ~A ; C`1 ~ '41 $ . ~ r !'.4 if1 STEEL TUBE: 3/4" X 3/4" i/4" SOLAR BRONZE SPACED PER GLASS SET INTO ~ t• ~I ~ ~ ~ ~ ~ ~ ~ PERMIT 05,202001 ELEVATIONS METAL FRAME ON t X ~ ~ ~ ~ ~ ~ ° ; ~ REVISIONS PER DUBLIN PLAN . °a ~ 41 ~ ~ ~ ~ - ' REVIEW NOTICE OF NOV, 11, 2005 RUBBER CUSHIONED n: - ~ ~ ' ~ f~`'';~s Y r ~ ~ ~ - [ h f MTG. STRIP. USE TEMPERED ~ STEEL TUBE ~ ~ ~ ~ w: GLASS IN DOORS. a°,, ~ ~ d'', s. y~, y , L + ~ 1 ~ CROSSING 'a"' ~ Yril ~ '~Y ME BER FRAME M S LA S FRAME ALL ~ , ~ ' G S ~ ~ ~ t~l ~ Y , ~ 1I ~ ~ ~x ~ ~ I A' FOUR SIDES FOR DOORS ` ,n_ 1 y. ,,~,n: ;t , Ih F ~ 3rv ~q~ ,f ~ f ~y .~y 1/8 STEEL ~ , ~ ~ ~ , ~ PLATE WELDED { ~ ,.~„~~f4 ~ ~ c ~ 4 F ,vE ~ ~J~ TO FRAME PER ~r-" ~ ~ ~ ~ ~ t ~ c- ~ ~ ~ rJ' ' ELEVATO MFG. STEEL TUBE DOOR FRAME ~ ~ ~ ~ TYPICAL R M „ SCROLL DETAIL ~ ~ ~ ~ ~ ; ~ S ~ ~ ~ 111UIIIIIIIIIIIIIIIIyp ROLL DETAIL 1 , Gay. 1 k ~ ~ ~ 0 ~////i REQUIREMENT 1 1/4 X 1 1/4 ,I ~ ~;r, FOR LATCH ~ ~ r ~ ' I ~ I k ~7 r.~-,.~ ~ Tr~~, r is '~-~y~~ ~ ~VAAAAA ~•~•M6••~•~~ i ~I \ • • ` DEVICE VERIFY CLEARANCE ~ i u- I i~ a i~~ ~ l eR C f • i REQUIRED FOR zx'~ " t ~ ~ ~ t~ ~ ; ~ a ~ I ~ E W , r ~ ~ ~ v~ : JAMES 0 ~ ~ ~ ~ r,. Y. 1. LATCH DEVICE . ~,~v ~ ~ ~~r J . ~ ~,r I 3 ; ' ~ ~ ~ ~ CALHOUN ' W a ,rum a~R'~ 41..i~~ ~ 'ff~w ,,ri ~ • t ~ a,~.,-, s 4 d ~ i ~ " ` 5694 I • G\ ~ ~ i f 'S' \ r , i~ r ; ~a , ; Z ~ r z` w,, ~,y~~;. t' i n Gr'~'~'~+ 1~ N'1~ . ?g STEEL TUBE ; ~ " ~ ~ ~ . ~~,z r 5 ~ ~ P, 21 ZX212 X3 16 ~~"'s'~~~rkF:e- , ~ ~ dti~ ~ ~ l 1 I , i ~yF' jCs"X h, ~ TYPICAL SCROLL DETAIL ;ROLL DETAIL 2 + , . ' ~ .t 1/4 STEEL SPACERS F . - ~ 4' I ~ , ~ WELDED BETWEEN ~ Q'` ` ~ " Y 1'~~~~jl ~ma .3.~ aJ ~ ~ CORNER COLUMNS 2" HIGH ~ ~ ~ ; w ~ ~ T~ ~ ~r , , AND SPACED ~4$ OC. ~,ti; ~ t:; ' s !P~F' ~ ~,.r'.r~'~~~ ~ I I~ ' ky r' ,F fir---` r SIMILAR TO DETAIL C33 t v Ti k i ~ f; ~ r~ 5r t1 u~` ~I ~ rf r V 'f ~ PRINT DATE: 1 i/1 X3/05 I NOTE: NEW SCROLL WORK PANELS ARE I TO MATCH EXISTING SCROLL WORK . WORK ~'4 ~ ORIGIN DATE: 2/05/05 I I I AS MUCH AS FEASIBLE. SUBMIT SHOP DRAWINGS OF TH NEW R I E ION WORK STEEL TUBE 1 DETAILS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING ~ ~ ~ WORK 21/2 X 21/2 - I ANY MATERIALS. :IRDERING w ~ ~ 1 ' ~ ~ a~ ` ~ REVISION: .9'. I(~, f 1r.'p~ ~ `mot, ~i4~ ` r t X 3/16 I ~ I I I ~ s ~ ~ fl ~ ~ ' K ~I I C' ~'s ~ r; b ~ ~ 11114105 . r ;t f; I I ~ r „ o~ r .I > I i I ;d ~ ~ t :I I „ ~ } ~ [ r t, ` v 1 ~ t { a 3 ~i ~ DETAIL C34 - NP. CORNER WITH DQOR DETAIL DETAIL -BASED ON EXISTING IRON SCREENS ACTUAL SIZE r. 9' ail ~C .y F;F In SHEET ELEVATOR CONCEPT C ° SHOWN FOR GENERAL CONCEPT ONLY - VERIFY ALL DETAILS ° D ° C3,00 a r ~