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08200102 Permit File CITY OF DUBLIN Division of Building Standards • 5800 Shier Rings Road a Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 COMMERCIAL INSPECTION SIGN-OFF Project Name: WORKFLOW.COM Use Group: B Construction Type: 2B Application No: 08-200102 Project Address: 525 METRO PLACE NORTH 4qI General Contractor: MANTER CONSTRUCTION Building Code: 07 OBC Sewer Tap "Rough Sprinkler Footing Electric Service Foundation Steel Framing Footing Steel Grounding Shaft Walls Foundation Insulation Piers Fireplace Waterproofing Curb, Walk & Approach Electrical Underground Above Ceiling Electric Plumbing Underground Above Ceiling HVAC "Sprinkler Underground "Above Ceiling Sprinkler Pre-Slab Above Ceiling Structural 'v'''=d 1472 Diamonds Final Electric Structural Steel Final Plumbing lave) Fireproofing Final HVAC Masonry Wall Grout Final Gas Piping "Fire Alarm Rough "Fire Prevention Rough Electric Zoning Final Rough Plumbing 4 Engineering Final Rough HVAC Occupancy 3 is v~ Rough Gas Piping **Please call Washington Township Fire Department at 652-3920 to schedule these inspections. Building Standards - Review Services Commercial Building Permit Application 5800 Shier Rings Road Dublin OR 43016 Phone (614) 410-4670 CITY OF DUBLIN. Application Number ite"Sw:aowe*tn PROJECT INFORMATION ? New Building ? Building Addition ER Alteration/Fitup ? Accessory ? Change of Occupancy Project Name Project Size Square Feet 9,116 Project Address Estimated $ Cost of Construction 2 3 0 0 0 Tax Parcel OBC Construction Type(s) OBC Use Group(s) Number 273-001343 PROPERTY OWNER Corporate/Company Name (if applicable) 525 Metro P la Owner (person's name) Title Address City/ to Zi Teleph Fax Email 61-14-318-1891- TENANT (if applicable) Company Name act Name Title LAddr'ss 1 Center Ridge Rd. Ste. 57 City/S e i lakp,, 014 44145 2465 i Teleph Fax Email ARCHITECT Design Professional's Name Contact Name Bob Grant-, Ohio Registration Number 4589 - Address 6884 Dublin Road City/State/ZipDelaware, OH 43015 Teleph Fa Email 4-588-724_9 14_-, -1820 19 m CIVIL ENGINEER (if applicable) Design Professional's Name Company Name Ohio Registration Number Address City/State/Zip Telephone Fax Email GENERAL CONTRACTOR Company Name Manter Construction, Inc. Dublin Registration Number 08-03 Contact Name BJ Manter Title Owner Address 6663 Huntley Road City/State/Zip Columbus, OH 43229 Teleph Fax Email r, 1 4-RA 5 _122q PROJECT REPRESENTATIVE / CONTACT (original signature required) I acknowledge and ke. this app 'cat n as, or on behalf of, the owner and further assert that I am the agent / representative to be contacted con ng a er rel t to this a he *on. Signature X - - (print name) Robert L. Grant Date 218 d Company Phone 614-988-79,4 AEmail Commercial Building Permit Application Page 1 of 3 BLD-201 01/14/08 Commercial Building Permit Application Application Number PROJECT INFORMATION - Completed by Design Professional Project Address 525 Metro Place N PROJECT SCOPE & DESCRIPTION Alteration to existing office area. TYPE OF WORK 0 New Building 0 Accessory Structure J Addition: Fire Wall Yes ? No ? Change of Use: 0 Entire Structure 0 Partial =XAlteration: Article 34 X Yes 0 No U Change of Occupancy: ? Entire Structure 0 Partial F Previous Use(s): B OBC Use Group(s): B NEW CONSTRUCTION ANALYSIS (complete for Additions and New Buildings/Structures) Occupancy Description: Office OBC Use Group(s): B Mixed Use: X No C; Yes - if Yes: ? Separated ? Non-Separated OBC Construction Type: II B Stories Above Grade: 3 Building Height: 49 ft. Basement: ?Yes -X No T Fire Resistive Construction Rating Fire Test Design Numbers Exterior Walls Hr Fire Walls Hr Floor/Ceiling 4Hr Columns/Bearing Wall Exit Enclosures 2 Shafts 2 Hr Corridors 1 Hr -A Tenant Separation 1 Hr Floor Information Floor Area (s.f.) Occupant Load/Floor Egress Capacity/Floor Number of Exits Basement I" Floor 18,708 4 2nd Floor 19,063 2 3`d Floor 19o:727 2 0' Floor & above Allowable Maximum Floor Area (first floor footprint): 2 3 , 0 0 0 Square Feet This value includes: Street frontage increase? ?Yes XJ No Increase for sprinklers? F1 Yes KU No Commercial Building Permit Application Page 2 of 3 BLD-201 01/14/08 Application Number Commercial Building Permit Application PROJECT INFORMATION t (Continued) Project Address Fire Related Items Horizontal Exits [Yes ? No Smoke control/Removal system JYes E No Limited Sprinkler System ?Yes F, No Unlimited Area Building ?Yes ? No Full Automatic Sprinkler System ?Yes ? No Manual Fire Alarm ?Yes ? No Standpipe System Yes ? No Auto Fire Alarm ?Yes C No EXISTING STRUCTURE ANALYSIS (complete for Additions and Alteration/Fitups) Occupancy Description: Of f ice ; OBC Use Group(s): B Mixed Use: No D Yes- if Yes: -1 Separated ? Non-Separated OBC Construction Type: I, B Number of Stories Above Grade : 3 Bldg Height: 49 f Basement: nYes X No Floor' Information Floor Area (s.f.) Occupant Load/Floor Egress Capacity/Floor Number of Exits Basement 1 S` Floor 18,708 2nd Floor 3" Floor 4~' Floor & above 21 40c) Allowable Maximum Floor Area (first floor footprint): 2 3 , 0 0 0 Square Feet This value includes: Street frontage increase? El Yes XNo Increase for sprinklers? `lYes No Fire Related Items Horizontal Exits xYes ? No Smoke control/Removal system RYes ? No Limited Sprinkler System JYes ? No Unlimited Area Building Eyes ? No Full Automatic Sprinkler System ?Yes ? No Manual Fire Alarm OYes C No Standpipe System myes C! No Auto Fire Alarm Eyes -1 No 1, Robert L. Grant the Design Professional, have read and understand the contents of this application. The informati4co, n thi ap icati ttached exhibits, and other submitted information is complete and in all respects true ath e f my ledge a n elief. Signature of Design Professional X Date, A. hl 28 t I- V Contac the City of Dublin - Commercial Building Permits Building Standards - inprocessing and outprocessing 614-4104670 Fax 614-761-6566 jbrock@dublin.oh.us Review Services - plan review activities and tracking 614-410-4620 Fax 614-718-4346 ssnyder@dublin.oh.us Commercial Building Permit Application Page 3 of 3 BLD-201 01/14/08 CERTIFICATE OF ZONING PLAN APPROVAL APPLICATION # DATE ISSUED Land Use and Long Range Planning 580D Shier-RimSp Road Dublin, Ohio 43016-1236 Phone/ TDD: 674-4104600 Fax: 614-4104747 Wet$ile:viww.dtd? NAME OF BUSINESS[ FACILITY (IF APPLICABLE) Me r~ . _.0.ne ADDRESS OF SUBJECT PROPERTY 525 Metro Place North NAME OF APPLICANT/ AUTHORIZED AGENT Robert L. Grant PHONE614-588-7249 _ ._w__~._ ADDRESSOFQPPUCANT;AUTHORIZEDAGENT-_ . 6884 Dublin Road, Delaware, OH 43015 NAME OF PROPERTY OWNER PHrNE 525 Metro Place North, LLC 614-339-0821 PLEASE DESCRIBE IN LAYMAN'S TERMS THE EXISTING AND PROPOSED USE(S) OF ALL PARTS OF THE LAND AND/OR BUILDINGS. IF A I CHANGE OF USE IS PROPOSED, PLEASE EXPLAIN. (IE, RETAIL SPACE TO MEDICAL OFFICE SPACE, ETC.) Existing and proposed use - office. Project - Minor alteration of interior office space. l PLEASE SUBMIT THE FOLLOWING: ? ONE (1) ORIGINAL SIGNED APPLICATION O ONE (1) COPY OF A SCALED SITE PLAN DRAWN IN INK indicating all current and proposed land uses.. structures, and other site improvements. Additional documentation may be required for various types of projects. Partial or incomplete applications and drawings cannot be processed and will be r turned to the 2a lica b ail. APPLICdti NAT DATE: a ~/S tit ze 2.008 - FOR O FI USE ONLY CASE N MBER DATE j CASE NUMBER DATE CASE NUMBER DATE NOTES: r ZONING INSPECTION REQUIRED UPON COMPLETION? 0 YES ? NO If yes, please call 614-410-4680 to schedule an inspection. A Certificate of Zoning Compliance will be issued after the work is inspected and approved by Land Use and Long Range Planning. ? APPROVED Ll APPROVED AS NOTED This Certificate of Zoning Plan Approval is issued for, and in reference to the property and use described above, and as approved by the City Administrator or designee, or the City Council, Board of Zoning Appeals, Planning & Zoning Commission, or the Architectural Review Board as appropriate. El DISAPPROVED AS NOTED BY: DATE: CERTIFICATE OF ZONING PLAN APPROVAL 3/10/2006 CITY OF DUBLIN Building Standards • 5800 Shier Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 WALK-THROUGH ELIGIBILITY EVALUATION FORM Project Name: Project Address: r,,)s Mo+ra 121aee bl Applicant: Robgrt L Grant Phone: 614-988-7249 Author of Drawings (in attendance): Roht-rt T. r~rani-. Phone:_[ 14=5Rg_724q General Contractor (required): Manter Construction Tn Contractor Registration Number: 08-03 Project Square Footage: 2,116, Circle the appropriate category/categories in each box and put the corresponding point value in the equation at the bottom of the page. A B C D Square Footage Use Group(s) T e of Construction Plan Originator 0 to 1000 1.0 A1........,,................ 3.0 IA........,..,..............,3.0 Ohio Architect, 1001 to 2000 .............1.5 A2.,.......... ...............3.0 IB....._....... 2.5 Ohio Engineer, 2001 to 3000 .............2.0 A3,........................ ,1 8 Certified Designer or a 3001 to 4000, 2.5 A4...........................1.6 IIA....... 2.5 combination of 4001 to 5000, ...,........3.0 A5._ ........................1:0 IIB....... ...................1.0 above ....,,1 0 Projects over 3,000 sq. ft. E____-__ ...........1.8 IIIA.......................... 2.5 Non-professional........ 3.0 are not considered without F1 & F2 ....................2.5 111B............ .....,.,.,.,..1.3 CBO permission. H N/P Author of the drawings 'Rated corridor if 30 or 11,2.1. . ...................3.0 IV............................1.2 must be a certified more occupants. M_ A.8 ....................professional if the project R ..............................1.5 VA........ ,,.,....-..-.2.5 requires technical analysis 51 ...........................1.4 VB.....,................... 25 of safety or sanitation. S2..,..._ .....................1.2 U, 1.0 E F G H Nature of Work Permits Required Number of Floors Number of Drawings (Add all permits required) (involved in the review) (Excluding cover sheet) Alteration.,,.. . 1.0 Building 1.0 1.... .1,0 1-4................. .........1.0 Demolition & Zoning Compliance 1.0 2.. __..20 5-8............. 2.0 Build Out 1.2 HVAC minor/existing... 1.0 9-13...... 3.0 New Building HVAC new system(s)..2.0 Permission required from 14-20..,,..._.......... ....4.5 (<120 sq. ft.) .............1.2 Electrical (minor)......... 1.0 CBO for any more floors Addition Electrical (new equip)..2.0 involved. (<1,000 sq. fl .............1.0 Change of Permit Occupancy......,........ 3,0 Point Total 2.0 Additions > 1,000 sq, ft. and new buildings > 920 sq, ft. are ineligible, 2_-__+ 1 + 1 + 1 + 1 + 2 + 1 + 1 = 1,n A B C D E F G H TOTAL • The sum of the above calculation may not exceed 14 for Walk-Through consideration. • The approved Record of Action or any required Zoning hearing is required at this review. • The Plans Examiners will table any examination that will take more than 25 minutes. Fax this completed form, Building Permit Application and Zoning Compliance form to Building Standards 614-761-6566. T:\OFFICE\WP\DOCS\DOC\Excel\2006 walkthrough CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 Supplement to Walk Through Plan Approval Application Date: 2/5/2008 Application Number: 08 -200102 Property Address: 525 METRO PL N Project Description: WORKFLOW.COM #440 THIS IS NOT A BUILDING PERMIT. IT IS A SUPPLEMENT TO OUR REVIEW OF DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT This SUPPLEMENT TO THE PLAN APPROVAL is issued by the City of Dublin, Division of Building Standards. Listed below are items which may not appear in the construction documents, but which are not considered to constitute a hazard serious enough to warrant withholding Plan Approval. The following items are conditions of the issuance of the Plan Approval, when applicable. Item 1. OBC. 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the the building official or the building official's designated representative. Item 2. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 3. OBC. 106.4 Amended construction documents. If substantive changes to the building are contemplated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The Building official may waive this requirement in the instance of an emergency repair or similar instance. Item 4. OBC 109.1 General Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This includes firestopping and draftstopping /Chapter 7 OBCJ, mechanical work,- piping, ducts and systems Chapter 3 OMCJ, structural members and connections (Chapter 16, OBCJ, and electrical work /Chapter 27 OBCJ. Existing electrical conductors, if removed, abandoned, oraltered, shall be accomplished to the electrical field inspector's approval. Electrical work found not to meet the code's standards shall be corrected to the electrical field inspector's approval All systems and elements covered by code are to be inspected and approved before being covered. Page 1 of 2 Item 6. OBC 1 103.1 Where required. Building and structures, temporary or permanent, including their associated sites and facilities, shall be accessible to persons with physical disabilities. OBC 1 103.2.1 Specific requirements. Accessibility is required in building and facilities, or portions thereof, to the extent indicated in ADAAG Section 4.1 and this chapter. The start of construction indicates acceptance of all the conditions listed above. This review does not preclude the necessity to conform to provisions which may have been omitted or overlooked in the review process, but which are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest with the registered design professional, the tenant and the owner. Plan Approval will be valid only upon receipt by the City of Dublin, Building Standards, of one signed copy of the addendum to the submitted plans. TO REQUEST AN APPEAL HEARING, YOU MUST send a written request, listing the items to be appealed and the relief sought and one copy of this order to: Jeffrey S. Tyler, Chief Building Official City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016-1236 Reviewed and Signed, , AIA Ray M. arpham, AIA Je fDublin lans Examiner Chi Official Commercial P City of Dublin City i r - rc tect, Engineer or Contractor Date eIC2 ?D L Print Name and Title as Signed Page 2 of 2 rrrrr G 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. v ~ - w I DC-)- Date /1 q/0 ? New 0 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~~_~~y T IaU n 00-41) Lc- f ~ 7 4y Parcel No. Subdivision/Project Name 5.15 h4e4-#,o 191 ALe N04-6 LL C- Lot No ~t Owner's Name .5o2S Me-hr0 & U_ ,~~~-/-~t t.LC_ Telephone (O~rr~``',3/ /~~9 ~ D~°V Contractor's Name ??~~y~1 Telephone 6266 `'4L70 66lL Contractor's Address ry 30 3o~ (-29hM. D~Dtib m Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? S ax; 4* M How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? ~e Of what materials do the vent pipes consist? n D - Of what material does the house drain consist? f_ *INDICATE NAME OF CERTIFIED BACKFLOW TESTER nz V b 5 Ckl &e k_ 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 = $ ~3 Total Inspection Fee $ Total Inspection Fee 7 ".-b 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 CL ftLgIL Garage Catch Basin Sewage Ejectors V GRAND TOTAL Division of Building Standards CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 08-00200102 Date 2/19/08 Property Address . . . . . . 525 METRO PL N Parcel Number: 273-001343 Alternate Address: METRO CENTER Tenant nbr, name . . . . . . 440 WORKFLOW.COM #440 Application type description COM BUILDING ALTERATION Property owner . . . . . . . 525 METRO PL N LLC Contractor . . . . . . . . . MANTER CONSTRUCTION INC. Structure Information 000 000 Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . . . . . . BUSINESS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 96.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/13/10 Qty Unit Charge Per Extension BASE FEE 60.00 3.00 12.0000 EA COM PLUMBING >1 FIXTURE 36.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE SIGNED CHIEF BUILDING OFFICIAL Jeffrey S. Tyler, AIA Fee summary Charged Paid Credited Due Permit Fee Total 96.00 .00 .00 96.00 Plan Check Total .00 .00 .00 .00 Grand Total 96.00 .00 .00 96.00 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. 02/15/2009 15:09 6144623951 FPAHKLIH CO HEALTH PAGE 61/02 X13 0 • Franklin County Board of Health PLUMBING REVIEW TRANSMITTAL Number of Fixtures: Plan Review Fee Schedule Amount Due: f~oj 5 G~ 1 - 5 Fixtures $ 25.00 6 - 20 Fixtures $ 35.00 21 -40 Fixtures $ 65.00 TWO SETS OF PLUMBING PLANS 41 or more Fixtures $100.00 COMPLETE WITH ISOMETRICS ARE REQUIRED (do not submit full sets) Date: c3+ -15 '08 NEW REMODEL TH APPROVED SET OF PLANS Job Name: ~Sd S ll'leE-ro r? ~r~ or ,C)N "rHt~ J 01{ 5I l Address: Sa:S im"Co r. A,.i.' t T -F TO I fit: b ',v DESIGNED SYSTI"IN1 NI USS4 BE City: R fCsI--PRIOR TO INSPECTION. Signature: Plans Submitted by: Address: City & Zip OY ~r32v 0~ Phone 6141 " 9 - Sob 6 Paid By: -APPROVED Check F-1 DISAPPR VED Copy To: Inspector: Date: 21 t)pFranklin County Board of Health ? 280 East Broad Street ? Columbus, OH 43215 (614) 462-3160 phone ? (614) 462-3851 fax CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date e OV0 Application No. o b + ~ M~03' APPLICATION FOR ELECTRICAL PERMIT Job Address ~o~~~E7r+%2G &.ee- Parcel No. Subdivision Lot No. r~ Owner Name/Y~'T AZIe21 Telephone 1~;?~~ Contractor NameVbeW3 ' 404771Fo (44 / /S"dr- ~ Telephone Contractor Address E Z2 ei/ OC AIT 032~ Dublin Registration No. v 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: 0 1 C)oz*,- v New Sq. Ft. Alteration/Addition Sq. Ft. yQ v®~ X Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ , O JOB D SVRIPTI0N / 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 violatio any pr ision`~ I-" aws. Signature of licensed contractor or homeowner Y~~ Division of Building Standards Date: 1/1/2001 t , CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 08-00200102 Date 2/08/08 Property Address . . . . . . 525 METRO PL N Parcel Number: 273-001343 Alternate Address: METRO CENTER Tenant nbr, name . . . . . . 440 WORKFLOW.COM #440 Application type description COM BUILDING ALTERATION Property owner . . . . . . . 525 METRO PL N LLC Contractor . . . . . . . . . MANTER CONSTRUCTION INC. Structure Information 000 000 Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . . . . . . BUSINESS Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/06/08 Qty Unit Charge Per Extension BASE FEE 60.00 2.00 60.0000 THOU COM ELECTRIC SERVICE 1K-50K SF 120.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE SIGNED CHIEF BUILDING OFFICIAL Jeffrey S. Tyler, AIA Other Fees . . . . . . . . . SURCHARGE FEE - ELECTRIC 5.40 Fee summary Charged Paid Credited Due Permit Fee Total 180.00 .00 .00 180.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5.40 .00 .00 5.40 Grand Total 185.40 .00 .00 185.40 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 r ®u Application No. N-0 00l oO` C APPLICATION FOR R~ ELECTRICAL PERMIT Job Address J Mdrn ce / t/ Parcel No. Subdivision Lot No. a I/ , Owner Name 1 7) R. I i11 Telephone Contractor Name Aa C'a (te ( TO Telephone Ao / Contractor Address ZkLTK:S~~ 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 Schedul(e~ Low Voltage Systems: Square Feet I no _a- -4 D $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 JOB DESCRIPTION This permit is granted on the express condition that the work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National EI ric ode regulating construct installation, repair and alteration, and may be revoked at any time upon violation f ny r isio s aid s. Signature of licensed contractor or homeo Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 08-00200102 Date 3/04/08 Revision number . . . . . . . 1 Property Address . . . . . . 525 METRO PL N Parcel Number: 273-001343 Alternate Address: METRO CENTER Tenant nbr, name . . . . . . 440 WORKFLOW.COM #440 Application type description COM BUILDING ALTERATION Property owner . . . . . . . 525 METRO PL N LLC Contractor . . . . . . . . . MANTER CONSTRUCTION INC. Structure Information 000 000 Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . . . . . . BUSINESS Permit . . . . . . LOW VOLTAGE ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/31/08 Qty Unit Charge Per Extension BASE FEE 30.00 2.00 20.0000 THOU COM ELECTRIC LOW VOLTAGE 40.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE SIGNED CHIEF BUILDING OFFICIAL Jeffrey S. Tyler, AIA Other Fees . . . . . . . . . COM BLDG INSPECTION ALT 150.00 COM PLAN REVISION MINOR 250.00 COM CERTIFICATE OF OCC 120.00 SURCHARGE FEE - ELECTRIC 7.50 SURCHARGE FEE - BLDG 25.20 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 .00 .00 70.00 Plan Check Total .00 .00 .00 .00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 08-00200102 Date 3/04/08 Revision number . . . . . . . 1 Other Fee Total 552.70 293.10 .00 259.60 Grand Total 622.70 293.10 .00 329.60 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 Application Number . . . . . 08-00200102 Date 2/06/08 Property Address . . . . . . 525 METRO PL N Parcel Number: 273-001343 Alternate Address: METRO CENTER Tenant nbr, name . . . . . . 440 WORKFLOW.COM #440 Application type description COM BUILDING ALTERATION Property owner . . . . . . . 525 METRO PL N LLC Contractor . . . . . . . . . MANTER CONSTRUCTION INC. Structure Information 000 000 Construction Type . . . . . 2B - PROTECTED/NONCOMB Occupancy Type . . . . . . BUSINESS Permit . . . . . . COMMERCIAL BUILDING PERMIT Additional desc . . 2,100 SQUARE FEET Permit Fee . . . . 320.09 Plan Check Fee .00 Issue Date . . . . A- -O Valuation . . . . 0 Expiration Date . . 8/04/08 Qty Unit Charge Per Extension BASE FEE 160.00 2.00 80.0000 THOU COM BLDG PLAN REVIEW 160.00 Special Notes and Comments IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID. TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A $20.00 EXTENSION FEE SIGNED CHIEF BUILDING OFFICIAL ey S. Tyler, AIA Other Fees . . . . . . . . . COM BLDG INSPECTION ALT 150.00 COM CERTIFICATE OF OCC 120.00 SURCHARGE FEE - BLDG 17.70 Fee summary Charged Paid Credited Due Permit Fee Total 320.00 .00 .00 320.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 287.70 .00 .00 287.70 Grand Total 607.70 .00 .00 607.70 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 Supplement to Walk Through Plan Approval Application Date: 2/5/2008 Application Number: 08 -200102 Property Address: 525 METRO PL N Project Description: WORKFLOW.COM #440 THIS IS NOT A BUILDING PERMIT. IT IS A SUPPLEMENT TO OUR REVIEW OF DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT This SUPPLEMENT TO THE PLAN APPROVAL is issued by the City of Dublin, Division of Building Standards. Listed below are items which may not appear in the construction documents, but which are not considered to constitute a hazard serious enough to warrant withholding Plan Approval. The fo/lo wing items are conditions of the issuance of the Plan Approva/, when applicable. Item 1. OBC. 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the the building official or the building official's designated representative. Item 2. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 3. OBC. 106.4 Amended construction documents. If substantive changes to the building are contemplated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The Building official may waive this requirement in the instance of an emergency repair or similar instance. Item 4. OBC 109.1 General. Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This includes firestopping and draftstopping (Chapter 7 OBCJ, mechanical work piping ducts and systems (Chapter 3 OMCJ, structural members and connections CChapter 16, OBCJ, and electrical work (Chapter 27 OBCJ. Existing electrical conductors, If removed, abandoned, or altered, shall be accomplished to the electrical field inspector's approval. Electrical work found not to meet the code's standards shall be corrected to the electrical field inspector's approval. A# systems and elements covered by code are to be inspected and approved before being covered. Page 1 of 2 CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 Walk Through Notice of Review BFire Zoning (This is not a building permit) Application Date: 2/5/2008 Application Number: 08 -200102 Property Address: 525 METRO PL N Project Description: WORKFLOW.COM #440 , 'n Fire Alarm Application No.: Fire Suppression Application No.: , Sprinkler System Required: System Demand: Special Hazard Classification: Square Footage: 2,I '5F Occupancy Load: 2, I HOC) Construction Type: /2- t3> Use Group: Result of plan review: L, Approved Submit signed changes/revisions prior to: Disapproved, reschedule walk through with revised documents Disapproved, resubmit under the regular permit process The following items must be addressed: 1. Field verify existing, additions and changes to horn/strobe location and actuation 2. Field verify emergency egress and exit lighting 3. All fire protection systems require a separate permit 4. UL V+9 AJQ2aD 5. OC-ly ~~ScYL 6. 7. 8. Reviewed by: rro-A/D-i-A I/ 1 /00 CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 Walk Through Notice v ew Building Fire Zoning This is not a building permit Application Date: 2/5/2008 Application Number: 08 -200102 Property Address: 525 METRO PL N Project Description: WORKFLOW.COM #440 Fire Alarm Application No.: Fire Suppression Application No.: Sprinkler System Required: System Demand: Special Hazard Classification: Square Footage: Occupancy Load: Construction Type: Use Group: Result of plan review: Approved Submit signed changes/revisions prior to: Disapproved, reschedule walk through with revised documents Disapproved, resubmit under the regular permit process The following items must be addressed: 1. Field verify existing, additions and changes to horn/strobe location and actuation 2. Field verify emergency egress and exit lighting 3. All fire protection systems require a separate permit 4. 5. Screen All Iservice Structures Units d 81108 6. 4~ i Q0rc i i DIVISION 7. 8. 4W e8 Jgvv Reviewed by: ~ r)nn imPnr C rPaiPrYRPvkPrl 1 / 1 /nA CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 Walk Throug otice of Review Building Fire Zoning (This is not a building permit) Application Date: 2/5/2008 Application Number: 08 -200102 Property Address: 525 METRO PL N Project Description: WORKFLOW.COM #440 Fire Alarm Application No.: Fire Suppression Application No.: 4104 Sprinkler System Required: System Demand: ~Plm Special Hazard Classification: Square Footage: 9/00 Occupancy Load: Construction Type: Y',& Use Group: Result of plan review: Approved Submit signed changes/revisions prior to: Disapproved, reschedule walk through with revised documents Disapproved, resubmit under the regular permit process The following items must be addressed: 1. Field verify existing, additions and changes to horn/strobe location and actuation 2. Field verify emergency egress and exit lighting 3. All fire protection systems require a separate permit 6fiirn A/Qri,, ) 4. 5. 6. 7. 8. Reviewed by: 4&zvx of • Z&a4 Fi/e Ngrs`a I nn imam rraararl /RavkPrf 1 / 1 /nR 2004 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSINL 263 (BXUV) FIRE RESISTANCE RATINGS - ANSVUL 263 (BXUV) 809 Design No. U418 beginning 6 in. from the edge. Outer layer attached to the studs and (Exposed to Fire on Interior Face Only) tracks with 1-5/8 in. long, 0.142 in. diam, Type S-12 bugle head screws Bearing Wall Rating - 45 Min., 1 or 2 HR. spaced 12 in. OC beginning 1 in. from the edge. In addition, the outer (See Item 4) layer to be attached to the inner layer at the joints with 1-1/2 in. long, 0.210 in. diam Type G bugle head screws spaced 24 in. OC located Horizontal section between studs. g z 24" oC 2 7 6 45 Min Rating - One layer of 5/8 in. thick wallboard applied hori- zontally or vertically. Attached to studs and tracks with 1 in. long, 0.142 in. diam Type S-12 bugle head screws spaced 12 in. OC beginning 6 in. from edges. s When used in widths other than 48 in., gypsum board to be installed 6 horizontally. 9 Fire Sias 4 See Gypsum Board (CKNX) Category for names of manufacturers. a a Vertical Section e i 5. Batts and Blankets* - 3-1/2 in. thick, 2 ft wide, glass fiber batts. Inserted between each stud to fill the wall cavity. l CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC OWENS-CORNING FIBERGLAS CORP 6. Gypsum Sheathing- One layer of nominal 1/2 in. thick exterior 4 s sheathing, applied vertically and secured to the studs and runner tracks Fire Side with 1 in. long, 0.142 in. diam, Type S-12 bugle head screws spaced 12 in. OC along the studs and the runner tracks. Alternate Exterior Facings 7. Exterior Facings - 7A. Aluminum Siding- Horizontal lap t pe 9 in. wide fabricated from Fire Side 0.019 in. thick or 0.024 in. thick painte aluminum. Interior face of P. a o- 0.019 in. thick siding lined with 3/8 in. thick unbonded insulation material. Attached to the studs with 1-7/8 in. long, 0.118 in. diam steel P~ screws spaced 9 in. CC along the studs. A starter strip to be fastened to Q•. floor runner with 0.118 in, diam screws spaced 12 in. OC. TB 7B. Steel Siding- Same description as above (No. 17 GSG) gauge 0.017 Vertical Section in. thick. a Fire Side----- 7C. Brick Veneer- Any type 4 in. wide brick. Metal ties used as every - fourth course spaced 24 in. OC horizontally. Fastened to steel studs a Q 4 . through gypsum sheathing with one No. 6-20 steel screw per tie. One inch air space provided between veneer and gypsum sheathing. a `x. n0. 8 7D. Stucco - Portland cement type - 3/4 in. min thicknes- *d^F^~ l.~> 4 mesh base attached to studs with No. 6-20 steel screws. staples approved by local building codes. Spiced 6 in. 7C driven through gypsum sheathing. 7E. Mineral and Fiberboards - Exterior hard board panel Vertical Side treated, with primed or finished face, 7/16 in. thick by Attached to studs with 1-7/8 in. long bugle-head TEK f ° Fire Side CC. at the intermediate supports. Or, exterior lap sidinf `b o treated, 7/16 in. thick by 8 in. or 12 in. wide. Attached c a 1-7/8 in. long, bugle-head Type TEK fasteners at each 1; °c g lapped minimum I in. cmi SP MASONITE CORP -Type FT 7F. Fiber-Cement Siding - Fiber-cement exterior sidings a 7D smooth and patterned panel or lap siding. 8. Joint Tape and Compound - Vinyl or casein, dry or p Vertical Section compound applied in two coats to joints and screw hea 1. Floor and ceiling tracks - Channel shaped, 3-5/8 in. or 5-5/8 in. Paper tape, 2 in. wide, embedded in first layer of comp wide with 1-1/2 in. flanges. Fabricated from No. 18 GSG gals steel. joints. Attached to floor and ceiling with fasteners spaced 24 in. O.C. *Bearing the UL Classification Mark 2. Steel Studs- C-shaped, fabricated from min No. 18 GSG (0.051 in. thick) galv steel, 3-1/2 in. or 5-1/2 in. wide with 1-1/2 in. flanges and Design No. U419 1/2 in. returns (stiffening flanges.) Min yield strength 40,000 psi. See Ill. Nonbearing Wall Ratings -1, 2, 3 or 4 Hr (See Items 3 & 4) 12 of Report R7760-1, -2 dated Dec. 11, 1975 or 111. 15 of Report R7760-3, -4 dated Aug. 23, 1976 for tables containing max allowable 4 axial loads. Report Ills. available from U. S. Steel Corp., Rm. 1846, 600 For Number of Layers Grant St., Pittsburgh, PA 15230. and hourly Ratings 3. Steel Strapping Flat stock, 2 in. wide, fabricated from No. 18 GSG See Item 4 mS - galv steel. Located horizontally and attached to both sides of the studs at the third points using one No. 6-20 by 1/2 in. self-drilling steel screw at each intersection. 4. Gypsum Board* - Any classified gypsum wallboard with beveled, square, or tapered edges. The thickness, number of layers and method 3~ 20 of attachment of the wallboard for the 2 Hr, 1 Hr, and 45 Min ratings are: WZ 4 2 Hr Rating- Three layers of 1/2 in. thick wallboard applied verti- cally. Inner layer attached to the studs and tracks with 1 in. Iong, 0.142 in. diam, Type S-12 bugle head screws spaced 12 in. O.C. Middle layer 1. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabri- attached to the inner layer of wallboard with 1-1/2 in. long, 0.210 in. cated from min 25 MSG corrosion-protected steel, min width to accom- diam, Type G bugle head screws spaced 12 in. OC and to the end studs modate stud size, with min 1 in. long legs, attached to floor and ceiling with 1-7/8 in. long, 0.118 in. diam, Type S-12 bugle head screws spaced with fasteners 24 in. CC max. 12 in. OC. Outer layer attached to studs and tracks with 1-7/8 in. long, 2. Steel Studs - Channel shaped, fabricated from min 25 MSG 0.118 in. diam, Type S-12 bugle head screws spaced 12 in. OC and into corrosion-protected steel, mm width as indicated under Item 4, min the wallboard with 1-1/2 in. long 0.210 in. diam Type G screws spaced 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs 12 in. OC. Middle layer of wallboard edge joints staggered 2 ft from to be cut 3/8 to 3/4 in. less than assembly height. joints of inner and lower layer. 3. Batts and Blankets* - (Required as indicated under Item 4) - Min- 1 Hr Rating- Two layers of 1/2 in. thick wallboard applied horizon- eral wool batts, friction fitted between studs and runners. Min nom tally or vertically. Inner layer attached to studs and tracks with 1 in. thickness as indicated under Item 4. See Batts and Blankets (BKNV or long, 0.142 in. diam Type S-12 bugle head screws spaced 12 in. OC BZJZ) Categories for names of Classified companies. LOOK FOR THE UL MARK ON PRODUCT 2004 FIRE RESISTANCE DIRECTORY 810 FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) 3A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws fiber or mineral wool insulation bearing the UL Classification Marking offset min 6 in. from layer below. as to Surface Burning Characteristics and/or Fire Resistance. See Batts 6. Furring Channels (Optional, not shown, for single or double layer and Blankets (BKNV or BZJZ) Categories for names of Classified com- systems) - Resilient furring channels fabricated from min 25 MSG parties. corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange 4. Gypsum Board* - Gypsum panels with beveled, square or tapered portion attached to each intersecting stud with 1/2 in. long Type S-12 edges, applied vertically or horizontally. Vertical joints centered over steel screws. Not for use with Item 4A. studs and staggered one stud cavity on opposite sides of studs. Vertical 6A. Steel. Framing Members (Not Shown)*-- (Optional on one or both joints in adjacent layers (multilayer systems) staggered one stud cavity. sides, not shown, for single or double layer systems) - As an alternate Horizontal joints need not be backed by steel framing. Horizontal edge to Item 6, furring channels and Steel Framing Members as described joints and horizontal butt joints on opposite sides of studs need not be below: T a. Furring Channels e Formed of No. 25 MSG gale steel. 2-3/8 in. staggered. Horizontal edge joints and horizontal butt joints in adjacent wide by 7/8 in. deep, s aced max. 24 in. OC perpendicular to layers (multilayer systems) staggered a min of 12 in. The thickness and studs. Channels secured to studs as described in Item b. Gypsum number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: board attached to furring channels as described in Item 5. Not for Wallboard Protection on Each Side of Wall use with Item 4A. Rating Min Stud No. of Layers Min Thkns b. Steel Framing Members* - Used to attach furring channels Depth &Thkns of Insulation (Item 6a) to studs (Item 2). Clips spaced max. 48 in. CC., and of Panel (Item 3) secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, 1 3-1/2 1 layer, 5/8 in. Optional S-12 steel screw through the center grommet. Furring channels thick are friction fitted into clips. 1 2-1/2 l layer, 1/2 in. 1-1 /2 in. PAC INTERNATIONAL INC -Type RSIC-1. thick 7. Joint Tape and Compound - Vinyl or casein, dry or premixed joint 1 1-5/8 l layer, 3/4 in. Optional compound applied in two coats to joints and screw heads of outer lay- thick ers. Paper tape, nom 2 in. wide, embedded in first laver of compound 2 1-5/8 2layers, 1/2 in. Optional over all joints of outer layer panels. Paper tape and joint compound thick may be omitted when gypsum panels are supplied with a square edge. 2 1-5/8 2layers, 5/8 in. Optional 8. Siding, Brick or Stucco - (Optional, not shown) - Aluminum,, vinyl thick or steel siding, brick veneer or stucco, meeting the requirements of 2 3-1 /2 1 layer, 3/4 in.. 3 in. local code agencies, installed over gypsum panels. Brick veneer thick attached to studs with corrugated metal wall ties attached to each stud 3 1-5/8 3layers, 1/2 in. Optional with steel screws, not more than each sixth course of brick. thick 9. Caulking and Sealants* - (Optional, not shown) - A bead of acous- 3 1-5/8 2layers, 3/4 in. Optional tical sealant applied around the partition perimeter for sound control, thick UNITED STATES GYPSUM CO-Type AS 3 1-5/8 3 layers, 5/8 in. Optional 'Bearing the UL Classification Mark thick 4 1-5/8 4 layers, 5/8 in. Optional Design No. U420 4 1-5/8 4layers, l /2hin. Optional Nonbearing Wall Rating - 1 or 2 HR. thick 4 2-1 /2 2layers, 3/4 in. 2 in. 4 24" o e.--j f'--24'o.e.--j thick CANADIAN GYPSUM COMPANY-1/2 in, thick Type C, 2 2 I IP-X2 or ]PC-AR; WRC, 5/8 in. thick Type AR, C, 1P-AR, II'-X1, - - - IP-X2, ll'C-AR, SCX, SHX, WRX or WRC,• 3/4 in. thick Type q IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE HORIZONTAL SECTION WRC. UNITED STATES GYPSUM CO -1/2 in. thick Type C, IP-X2, 4 ~]o IPC-AR or WRC; 5/8 in. thick Type SCX, SFIX, ZX, IP-Xl, _ _ _ _ o AR, C, WRC, FRX-G, IP-AR, IM2, IPC-AR; 3/4 in. thick Type 3 I 2 i 3 0 IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE w WRC U: LL USG MEXICO S A DE C V -1/2 in. thick Type C, IP-X2, 4 VERTICAL SECTION IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Type IP-X3, 1. Studs - Channel - shaped 15/8 in. wide with 1 3/8 in. legs and 1/4 ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. in. stiffening flanges. Fabricated from No. 25 MSG gals steel. Studs to 4A. Gypsum Board* - (As an alternate to Item 4) - 5/8 in. thick, 2 ft. be cut 1/4 in. less than assembly height. wide, tongue and groove edge, applied horizontally as the outer layer 2. Bracing - Cut from the steel runners, min. 9-1/2 in. long fastened to one side of the assembly. Secured as described in Item 5. Joint cover- to the studs with two No. 8 by 1/2 in. long self-drilling, self-tapping ing (Item 7) not required. steel screws in each stud. As an alternate, but limits the stud cavity CANADIAN GYPSUM COMPANY - Type SHX. depth to 9-1/2 in., cut from the gypsum wallboard, 9-1/2 in. long and UNITED STATES GYPSUM CO -Type SHX. 12 in. wide, fastened to the studs with three Type S wallboard screws USG MEXICO S A DE C V - Type SHX. in each stud. Vertical spacing of bracing not to exceed 48 in. CC. 5. Fasteners - (Not shown) - Type S or p-12 steel screws used to attach 3. Floor and Ceiling Runners - Channel - shaped 15/8 in. wide with panels to studs (Item 2) or furring channels (Item 6). Single layer sys- 1 in. legs, fabricated from No. 25 MSG galv steel. Attached to floor and tems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for ceiling with fasteners spaced 24 in. OC. 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizon- 4. Gypsum Board* - Any 5/8 in. thick wallboard for fire resistance tall, or 8 in. OC along vertical and bottom edges and 12 in. OC in the Classified with beveled, square, or tapered edges. field when panels are applied vertically. Two layer systems: First layer- For 1 Hr Rating - One layer of wallboard to be used. Applied verticall 1 in. long for 1/2 and 5 8 in. thick panels or 1-1/4 in. long for 3/4 in. with joints centered over studs. Fastened to studs with 1 in. long, Type y, thick panels, spaced 16 in. CC. Second layer- 1-5/8 in. long for 1/2 in., wallboard screws spaced 8 in. CC at the joints, located 3/8 in. from the 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 edges, and 12 in. CC in the field. Fasteners to be spaced 8 in. OC at the in. CC with screws offset 8 in. from first layer.Three-layer systems: runners. First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. CC. For 2 Hr Rating - Two layers of wallboard to be used. The inner layer to Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 be applied in the same manner as for the 1 Hr Rating. The outer layer to in. CC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or be fastened to the studs (through the inner layer) using 1 5/8 in. long, 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset Type S, wallboard screws spaced 8 in. CC at the joints, located 3/8 in. min 6 in. from layer below. Four-layer systems: First layer- 1 in. IT from the edges and 12 in. OC in the field. for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5 g8 Fasteners to be spaced 8 in. OC at the runners. Joints to be staggered 24 in. in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third laver- from the inner layer. 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick See Gypsum Board (CKNX) category for names of manufacturers. panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick 4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gyp- LOOK FOR THE UL MARK ON PRODUCT ,'2008 MON 10'29 AM FAX 140. P. 05 CERTIFICATE OF ZONING PLAN APPROVAL APPLICATION It L4'0lOZ DATE ISSUED_r- D Land w. and Lang Rome MAN= 5=SNa1-ftg5 Rued DUW6% Ohb a301412U Phone/ TDo: d 1 ai 1 t1•`IfDn For, 41 a•cI0.4747 WnG S4c:•.tirw,auhOn01eW NAME OF BUSINESS( FAFACILITY (IF APPLICABLE) ADDRESS6RUBJECTPROPERTY 525 Metro Place North NAME OF APPLICANT/ AUTI°IORIZED AGCNT PHONE 'Robert L. Grant _•y~~614W588.-7249 ADDRE330FAPPLICANTiAUTHORIZEDAGENT- 6884 Dublin Road, Delaware, OH 43015 NAME OF PROPERTY OWNE PHONE R525 Metro Place North, LLC 614-339-0821 PLEASE DESCRIBE IN LAYMAN'S TERMS THE EXISTING AND PROPOSED USE(S) OF ALL PARTS OF THE LAND ANDIOR BUILDINGS. IF A CHANGE OF USE IS PROPOSED, PLEASE EXPLAIN. (IE, RETAIL SPACE TO MEDICAL OFFICE SPACE, ETC.) Existing and proposed use - office. Project - Minor alteration of interior office space. PLEASE SUBMIT THE FOLLOWING: ONE (1) ORIGINAL SIGNED APPLICATION ONE (1) COPY OF A SCALED SITE PLAN DRAWN IN INK indicating all current and proposed land uses. structures, and other site Improvements. Additional documanTa110n may be r uired for various typos of project:. Partial or Incomplete applications and drawings cannot no proressed and /OlLwitibe turned to the a lice b all APPLICA NPT ~ DATE: FOR O 1 USE ONLY CASE N MBER DATE + CASE NUMBER DATE CAGE NUMBER - DATE NOTES: LlrDS screen All Se~°Oi tC~.• Struct PER Cqy CODE INS T~IOH~J~ ETION ? NO ZONING V It yes, plao, a f'~1~~1po mhoaule an inspect) A rtiftcate of Zoning Compliance will be Issued after the work Is Inspected and approved by Land Use and Long Plange Planning. O APPROVED An, PPROVED AS NOTED This Cerlifkate of Z g P+a Approval uod tor' a oronco to the propony and use dcscribod abovo, and as approved by the Clty Administrator or ignee. ho Ci uneil. Board of Zoning Appeals, Planning 6 Zoning CommiGSien, oriho Aronllectural Roview Board as appropriate. ? DIS DROVED c' BY. DATE: Z 14V -'5 CERTIFICATE OF "ZONING PLAN APPROVAL 3/1012006 I Building Standards 5800 ubl Shier Rings Road Revision to Application for Building Permit D Dublin, Ohio 43016-1236 (Commercial and Residential) Phone: (614) 410-4670 Fax: 410-6566 r: II Of DI stn.. (614) Q This worksheet is for revisions to plans that have been assigned an application number and have been given plan approval by this department. a~ O Date: Revision Number: 11 Fee: o Original Application Number: G c` a GG k O Project Address: 2 5 A Project Name: a+ FEB 19 2008 Owner Name: 5 2-G M~-t-p,a ),1 L_ L G L ULUING DIVISION Tenant Name: VL Vi 1;r- E1,QW C-C) M CITY OF DUBLIN Contact Name: t~t~• t~ Phone: 614. X19 - ? Z 49 Company Name: ~ P-, r1 l~ Y Address: e~-8P: 4 Fax: plc L-1 (43oi S E-mail: {Provide a comprehensive description of the revision(s) being submitted (please attach additional information, if necessary): an +A-s - c 0 a .3. V y A C O .y QG ~E~i3iOfl Check the types of revisions being submitted with this application: ?Architectural ?Structural ® Electrical ? HVAC ?Plumbing ?Engineering ?Landscaping ? Zoning The owner of this building and the 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 the building and the buildings, and to construct the proposed building or structure or make the proposed change or alteration in accordance with the plans and specificatio bmitted here TarCd~ofy that th e info 'on and statements given on this application, drawings and specifications are to the b f the' kn led , trect. a Applicant's Printed Name XS i s Signatur ~rrrss w off` ~ ~ r r e 0 ma,,,, ~ 9 N ~c~~~~~ a? ~ ~~~d~ ~ ~ o ~ ~ O t0 is tin Trees ndicates Ex Gra I g y ~ N r ' ~ O i~.:~3 ees onl ~ r new tr I s are fQ Y uantit e ~ G.~ .c ~h Q 6•~ ~ O ~ ~ ho ~ ~ " Arborvitae 6 L 14 Red Ma le 2 p Thu~a occidentalis Acer rubrum l ~ T x vi ~~F o0 o N 0 `O P ° ° ° P ~~p Taxus ~ " 15 Littleleafi Linden 2 tl • ' ~ ~ ~~U K~. ~ ~ ~ ° ° ° Taxus x media ~ ~ MetraCenfer Owners ~ ~ ~ ~ e,° Tiiia cordata PBP°tlp ONP, a°'° Assoclatfon ti 6 ° ° ° , ° ° ~ 9.G51 Acres ~ z 111' , p e , a° o ° ° ° ° ~ ° ° e d ` I1. 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Outer layer attached to the studs and (Exposed to Fire on Interior Face Only) tracks with 1-5/8 in. long, 0.142 in. diam, Type S-12 bu81e head screws Bearing Wall Rating - 45 Min., l or 2 HR. spaced 12 in. OC beginrun& 1 in. from the edge. In addition, the outer (See Item 4) layer to be attached to the inner layer at the joints with 1-1/2 in. long, 0.210 in. diam Type G bugle head screws spaced 24 in. OC located Horizontal Section between studs. g z f.--- 24.OC no 7 s 45 Min Rating- One layer of 518 in. thick wallboard ap lied hori- zontally or vertically. Attached to studs and tracks with i ,n. long, 0.142 in. diam Type S-12 bugle head screws spaced 12 in. OC beginning 6 in. from edges. Is When used in widths other than 48 in., gypsum board to be installed 5 Fire Side 4 horizontally. ~e See Gypsum Board (CKNX) Category for names of manufacturers. Vertical Section 5. Batts and Blankets*- 3-1/2 in. thick, .2 ft wide, glass fiber batts. 5 3 7 s i Inserted between each stud to fill the wall cavity. i CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC o OWENS-CORNING FIBERGLAS CORP 6. Gypsum Sheathing- One layer of nominal 1/2 in. thick exterior 4 a sheathing, applied vertically and secured to the studs and runner tracks V Fire Side with 1 in. long, 0.142 in. diam, Type S-12 bugle head screws spaced 12 in. OC along the studs and the runner tracks. Alternate Exterior Facings 7. Exterior Facings - e.' p 7A. Aluminum Siding- Horizontal lap type 9 in. wide fabricated from Fire Side 0.019 in. thick or 0.024 in. thick painted aluminum. Interior face of p. 0.019 in. thick siding lined with 3/8 in. thick unbonded insulation o• °o material. Attached to the studs with 1-7/8 in. long, 0.118 in. diam steel p~ screws spaced 9 in. CC along the studs. A starter strip to be fastened to e floor runner with 0.118 in. diam screws spaced 12 in. CC. Q 79 7B. Steel Siding- Same description as above (No. 17 GSG) gauge 0.017 Vertical Section in. thick. a Fire Side 7C. Brick Veneer- Any type 4 in. wide brick. Metal ties used as every fourth course spaced 24 in. OC horizontally. Fastened to steel studs Q: a through gypsum sheathing with one No. 6-20 steel screw per tie. One s• inch air space provided between veneer and gypsum sheathing. nk 8 7D. Stucco - Portland cement type - 3/4 in. min thicknes° v 4. 4 mesh base attached to studs with No. 6-20 steel screws. v staples approved by local building codes. Spaced 6 in. a driven through gypsum sheathing. 7C 7E. Mineral and Fiberboards - Exterior hard board panel Vertical Side treated, with primed or finished face, 7/16' thick by Attached to studs with 1-7/8 in. long bugle-head TEK f a Fire Side o OC. at the intermediate supports. Or, exterior lap sidinf "eb treated, 7/16 in. thick by 8 in. or 12 in. wide. Attached P' 1-7/8 in. long, bugle -head Type TEK fasteners at each 1: o Q q; U S lapped minimum i in. m F V u. MASONITE CORP -Type FT ii. 7F. Fiber-Cement Siding - Fiber-cement exterior sidings smooth and patterned panel or lap siding. rs 70 8. Joint Tape and Compound - \5nyl or casein, dry or p Vertical Section compound applied in two coats to joints and screw hea 1. Floor and ceiling tracks - Channel shaped, 3-5/8 in. or 5-5/8 in. p?per tape, 22 m. wide, embedded in first layer of comp wide with 1-1/2 in. flan es. Fabricated from No. 18 GSG gals steel. joints. Attached to floor and c ilin with fasteners spaced 24 in. O.C. 'Bearing the UL Classification Mark 2. Steel Studs- C-shaped, fabricated from min No. 18 GSG (0.051 in. Design No. U419 thick) galv steel, 3-1/2 in. or 5-1/2 in, wide with 1-1/2 in. flanges and 1/2 in. returns (stiffening flanges.) Min yield strength 40,000 psi. See Ill. Nonbearing Wall Ratings -1, 2, 3 or 4 Hr (See Items 3 & 4) 12 of Report R7760-1, -2 dated Dec. 11, 1975 or Ill. 15 of Report l loads. -4 dated Aug. 23, 1976 for tables containing max allowable axial Report Ills. available from U. S. Steel Corp., Rm. 1846, 600 For Number a Layers Grant St. Pittsburgh, PA 15230, seeand ti hara •iourly Ratings 3. Steel Strap ing Flat stock, 2 in. wide, fabricated from No. 18 GSG galy steel. Located horizontally and attached to both sides of the studs at the third points using one No. 6-20 by 1/2 in. self-drilling steel .1 screw at each intersection. 4, Gypsum Board* - Any classified gypsum wallboard with beveled, ~ square, or tapered edges. The thickness, number of layers and method 3 3A 2 of attachment of the wallboard for the 2 Hr,1 Hr, and 45 Min ratings `i are: 7 4 2 Hr Rating- Three layers of 1/2 in. thick wallboard applied verti- cally. Inner layer attached to the studs and tracks with 1 in. Ion& 0.142 in. diam, Type S-12 bugle head screws spaced 12 in. Q.C. Middle layer 1. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabri- attached to the inner layer of wallboard with 1-1/2 in. long, 0.210 in. cated from min 25 MSG corrosion-protected steel, min width to accom- diam, Tyyppe G bugle head screws spaced 12 in. OC and to the end studs modate stud size, with min 1 in. long legs, attached to floor and ceiling with 1-7/8 in long, 0.118 in. diam, Type S-12 bugle head screws spaced with fasteners 24 in. OC max. g 12 in. OC. Outer layer attached to studs and tracks with 1-7/8 in. long, 2. Steel Studs - Channel shaped, fabricated from min 25 MSG 0.118 in diam, Type 5-12 bugle head screws spaced 12 in. OC and into corrosion-protected steel, min width as indicated under Item 4, min the wallboard with 1-1/2 in. long 0.210 in. diam Type G screws spaced 1-1/4 in. flanges. and 1/4 in. return, spaced a max of 24 in. OC. Studs 12 in. OC. Middle layer of wallboard edge joints staggered 2 ft from to be cut 3/8 to 3/4 in. less than assembly height.. joints of inner and lower layer. 3. Batts and Blankets* - (Required as indicated under Item 4y - Min- 1 Hr Rating- Two layers of 1/2 in. thick wallboard applied horizon- eral wool batts, friction fitted behveen studs and runners. Min nom . tally or vertically. Inner layer attached to studs and tracks with 1 in. thickness as indicated under Item 4. See Batts and Blankets (BKNV or long, 0.142 in. diam Type S-12 bugle head screws spaced 12 in. OC BZJZ) Categories for names of Classified companies. LOOK FOR THE UL MARK ON PRODUCT 2004 FIRE RESISTANCE DIRECTORY 810 FIRE RESISTANCE RATINGS - ANSIIUL 263 (BXUV) FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) 3A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws fiber or mineral wool insulation bearing the UL Classification Marking offset min 6 in. from layer below. as to Surface Burning Characteristics and/or Fire Resistance. See Batts 6. Furring Channels'-' (Optional, not shmJn, for single or double layer and Blankets (BKNV or BZJZ) Categories for names of Classified com- systems) - Resilient furring channels fabricated from min 25 MSC parries. corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange 4. Gypsum Board" - Gypsum panels with beveled, square or to ered portion attached to each intersecting stud with 1/2 in. long Type S-12 edges, applied vertically or horizontally. Vertical joints centered over steel screws. Not for use with Item 4A. studs and staggered one stud cavi , onopposite sides of studs. Vertical 6A. Steel Framing Members (Not Shown)*-- (Optional on one or both oints in adjacent layers (multila)er)s}stes staggered one stud cavit sides, not shown, for single or double layer systems) - As an alternate j y' to Item 6, furring channels and Steel Framing Members as described Horizontal joints need not be backed by steel framing. Horizontal edge below. joints and horizontal butt joints on opposite sides of studs need not be a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. staggered. Horizontal edge joints and horizontal butt joints in adjacent wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to layers (multilayer systems) staggered a min of 12 in. The thickness and studs. Channels secured to studs as described in Item b. Gypsum number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: board attached to furring channels as described in Item 5. Not for Wallboard Protection on Each Side of Wall use with Item 4A. Rating Min Stud No. of Layers Min Tlikns b. Steel Framing Members* - Used to attach furring channels Depth & Thkns of Insulation (Item 6a) to studs (Item 2). Clips spaced max. 48 in. CC., and of Panel (Item 3) secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, 1 3-1/2 1 layer, 5/8 in. Optional S-12 steel screw through the center grommet. Furring channels thick are friction fitted into clips. 1 2-1/2 I layer, 1/2 in. 1-1/2 in. PAC INTERNATIONAL INC -Type RSIC-1. thick 7. Joint Tape and Compound - Vinyl or casein, dry or premixed joint 1 1-5/8 1 layer, 3/4 in. Optional compound applied in two coats to joints and screw heads of outer lay- thick ers. Pa}}~er tape, nom 2 in. wide, embedded in first layer of compound 2 1-5/8 2layers, l/2 in. Optional over all joints of outer layer panels. Paper tape and joint compound thick may be omitted when gypsum panels are supplied with a square edge. " 2 1-5i 8 2layers, 5/8 in. Optional 8. Siding, Brick or Stucco - (Optional, not shown) - Aluminum,. vinyl thick or steel siding, brick veneer or stucco,'meeting the requirements of 2 3-1/2 1 layer, 3/4 in.. 3 in. local code agencies, installed over gypsum panels. Brick veneer thick attached to studs with corrugated metal wall ties attached to each stud 3 1-5/8 3layers, 1/2 in. Optional with steel screws, not more than each sixth course of brick. thick 9. Caulking and Sealants" - (Optional, not shown) - A bead of acous- 3 1-5/8 2laycrs, 3/9 in. Optioial tical sealant applied around the partition }perimeter for sound control. thick UNITED STATES GYPSUM CO-Type AS 3 1-5/8 Slayers, 5/8 in. Optional "Bearing the UL Classification Mark thick 4 1-5/8 4layers, 5/8 in. Optional Design No. U420 thick Nonbearing Wall Rating -1 or 2 HR. 4 1-5/8 4 layers, 1/2 in. Optional thick 4 2-1 /2 2layers, 3/4 in. 2 in. 4 I---- 24"o.e.-------i (•-24"o.e.- jt thick CANADIAN GYPSUM CONIPANY-1/2 in. thick Type C, r . ~ 2 _ 2 _I t 1P-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, 1P-AR, W-X1, - - - IP-X2, IPC-AR, SCX, SHX, WRX or WR • 3/4 in: thick Type q HORIZONTAL SECTION I IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. q c UNITED STATES GYPSUM CO -1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-XS, Z': - - - - - - ; _ o AR, C,1NRC, FRX-G, IP-AR, IP-X2, ]PC-AR; 3/4 in. thick Type 3 t IP-X3, ULTRACODE, ULTRACODE SHC or U.LTRACODE w . ::LL WP.C. USG MEXICO S A DE C V -1/2 in. thick Type C, IP-X2, a ' VERTICAL SECTION IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Type 1P-X3, 1. Studs - Channel - shaped 15/8 in. wide with 13/8 in. legs and 1/4 ULTRACODE, ULTRACODE SHC or ULTRACODE WRC. in. stiffening flanges. Fabricated from No. 25 MSG galv steel. Studs to 4A. Gypsum Board* - (As an alternate to Item 4) - 5/8 in. thick, 2 ft. be cut 1/4 in. less than assembly height. wide, tongue and groove edge, applied horizontally as the outer layer 2. Bracing - Cut from the steel runners, min. 9-1/2 in. ]ong fastened to one side of the assembly. Secured as described in Item 5. Joint cover- to the studs with two No. 8 by 1/2 in. long self-drilling, self-tapping ing (Item 7) not required. steel screws in each stud. As an alternate, but limits the stud cavity CANADIAN GYPSUM COMPANY- Type SHX. depth to 9-1/2 in., cut from the gypsum wallboard, 9-1/2 in. long and UNITED STATES GYPSUM CO -Type SHX. 12 in. wide, fastened to the studs with three Type S wallboard screws USG MEXICO S A DE C V - Type SHX, in each stud. Vertical spacing of bracing not to exceed 48 in. OC. 5. Fasteners - (Not shown) - Type S or S-12 steel screws used to attach 3. Floor and Ceiling Runners - Channel - shaped 15/8 in. wide with panels to studs (Item 2) or furring channels (Item 6). Single layer sys- 1 in. legs, fabricated from No. 25 MSG galv steel. Attached to floor and tems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for ceiling with fasteners spaced 24 in. OC. 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizon- 4. Gypsum Board* - Any 5/8 in. thick wallboard for fire resistance tally; or 8 in. OC along vertical and bottom edges and 12 in. OC in the Classified with beveled, square, or tapered edges. field when panels are apppplied vertically. Two layer systems: First layer- For I Hr Rating - One layer of wallboard to be used. Applied vertically 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. with joints centered over studs. Fastened to studs with 1 in. long, Type S thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., wallboard screws spaced 8 in. OC at the joints, located 3/8 in. from the 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 edges, and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the in. CC with screws offset 8 in. from first layer.Three-layer systems: runners. First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. CC. For 2 Hr Rating - Two layers of wallboard to be used. The inner layer to Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 be applied in the same manner as for the 1 Hr Rating. The outer layer to in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or be fastened to the studs (through the inner layer) using 1 5/8 in. long, 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. CC. Screws offset Type S, wallboard screws spaced 8 in. OC at the joints, located 3/8 in. min 6 in. from layer below. Four-layer systems: First layer- 1 in. Iong from the edges and 12 in. OC in the field. for 1/2 in., 5/8 in. thick panels, spaced 24 in. CC. Second layer-1-5J8 Fasteners to be spaced 8 in. OC at the runners. Joints to be staggered 24 in. in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer from the inner layer. 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick See Gypsum Board (CKNX) category for names of manufacturers. panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick 4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gyp- LOOK FOR THE UL MARK ON PRODUCT 2004 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) FIRE RESISTANCE RATINGS - ANSVUL 263 (BXUV) 809 Design No. U418 beginning 6 in. from the edge. Outer layer attached to the studs and (Exposed to Fire on Interior Face Only) tracks with 1-5/8 in. long, 0.142 in. diam, Type S-12 bugle head screws Bearing Wall Rating - 45 Min., l or 2 HR. spaced 12 in. OC beginning 1 in. from the edge. In addition, the outer (See Item 4) layer to be attached to the inner layer at the joints with 1-1/2 in. long, 0.210 in. diam Type G bugle head screws spaced 24 in. OC located Horizontal Section between studs. g 2 24' oc ------1 2 6 45 Min Rating- One layer of 518 in. thick wallboard ap li ed horl- 2ontally or vertically. Attached to studs and tracks with 1 tm long, 62ZAMM~ MAN 0.142 in. diam Type S-12 bugle head screws spaced 12 in. OC beginning 6 in. from edges. Is When used in widths other than 48 in., gypsum board to be installed horizontally. 9 rQl Fire Side 4 See Gypsum Board (CKNX) Category for names of manufacturers. v Verticol soction 5. Batts and Blankets"- 3-1/2 in. thick, 2 ft wide, glass fiber baits. 5 3 7 s i Inserted between each stud to fill the wall cavity. t CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC r OWENS-CORNING FIBERGLAS CORP 6. Gypsum Sheathing - One layer of nominal 1/2 in. thick exterior Sheathing, applied vertically and secured to the studs and runner tracks 4 a Fire side with 1 in. long, 0.142 in, diam, Tvpe S-12 bugle head screws spaced 12 in. OC along he studs and the runner tracks. Alternate Exterior Facings 7. Exterior Facings- ti.; p 7A. Aluminum Siding- Horizontal lap type 9 in, wide fabricated from Fire side 0.019 in. thick or 0.024 in. thick painted aluminum. Interior face of a. 0.019 in, thick siding lined with 3/8 in. thick unbonded insulation a c o° material. Attached to the studs with 1-7/8 in. long, 0.118 in. diam steel screws spaced 9 in. CC along the studs. A starter strip to be fastened to Q, floor runner with 0.118 in. diam screws spaced 12 in. OC. 70 p. 7B. Steel Siding- Same description as above (No. 17 GSG) gauge 0.017 Vertical Section in. thick. $ Fire Side 7C. Brick Veneer- Any type 4 in. wide brick. Metal ties used as every fourth course spaced 24 in. CC horizontally. Fastened to steel studs q. a through gypsum sheathing with one No. 6-20 steel screw per tie. One d,• inch air space provided between veneer and $ypsum sheathing. a, rt~ 8 7D. Stucco - Portland cement type - 3/4 in. min thicknes° v c. 4 mesh base attached to studs with No. 6-20 steel screws. v staples approved by local building codes. Spaced 6 in. ' driven through gypsum sheathing. 7C 7E. Mineral and Fiberboards - Exterior hard board panel Vertical Side treated, with primed or finished face, 7/16 in. thick by Attached to studs with 1-7/8 in. long bugle-head TEK f Fire Side OC. at the intermediate supports. Or, exterior lap siding ob treated, 7/16 in. thick by 8 in. or 12 in. wide. Attached 1-7/8 in. Ion bugle head Type TEK fasteners at each Ii S q; g lapped minimum 1 in. MASONITE CORP -Type FT m F a LL a 7F. Fiber-Cement Siding - Fiber-cement exterior sidings smooth and patterned panel or lap siding. 76 s 7U 8. Joint Tape and Compound - Vinyl or casein, dry or p Vertical Section compound applied in two coats to joints and screw hea 1. Floor and ceiling tracks - Channel shaped, 3-5/8 in. or 5-5/8 in. Paper tape, 22 in. wide, embedded in first layer of comp wide with 1-1/2 in. flan es. Fabricated from No. 18 GSG galy steel. Joints. Attached to floor and c ilin with fasteners spaced 24 in. O.C. "Bearing the UL Classification Mark 2. Steel Studs- C-shaped, fabricated from min No. 18 GSG (0.051 in. Design NO. U419 thick) galv steel, 3-1/2 in. or 5-112 in. wide with 1-1/2 in. flanges and 1/2 in. returns (stiffening flanges.) Min yield strength 40,000 psi. See III. Nonbearing Wall Ratings -1, 2, 3 or 4 Hr (See Items 3 & 4) 12 of Report R7760-1, -2 dated Dec. 11, 1975 or Ill. 15 of Report R7760-3, -4 dated Aug. 23, 1976 for tables containing max allowable 4 axial loads. Report Ills. available from U. S. Steel Corp., Rm. 1846, 600 For Number of Layers Grant St., Pittsburgh, PA 15230. see and Hou stern trly Ratings 3. Steel Strapping Flat stock, 2 in. wide, fabricated from No. 18 GSG galv steel. Located horizontally and attached to both sides of the studs at the third points using one No. 6-20 by 1/2 in. self-drilling steel screw at each intersection. 4. Gypsum Board' - Any classified gypsum wallboard with beveled, square, or tapered edges. The thickness, number of layers and method 3 3A of attachment of the wallboard for the 2 Hr, l Hr, and 45 Min ratings are: 7 7,4 f 2 Hr Rating- Three layers of 1/2 in. thick wallboard applied verti- cally. Inner layer attached to the studs and tracks with 1 in. long, 0.142 in diam, Type S-12 bugle head screws spaced 12 in. O.C. Middle layer 1. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabri- attached to the inner layer of wallboard with 1-1/2 in. long, 0.210 in. cated from min 25 MSG corrosion-protected steel, min width to accom- diam, Tyyppe G bugle head screws spaced 12 im OC and to the end studs modate stud size, with min 1 in. long legs, attached to floor and ceiling with 1-7/8 in. long, 0.118 in. diam, Type S-12 bugle head screws spaced with fasteners 24 in. CC max. 12 in. OC. Outer layer attached to studs and tracks with 1-7/8 in. long, 2. Steel Studs- Channel shaped, fabricated from min 25 MSG 0.118 in diam, Type S-12 bugle head screws spaced 12 in. OC and into corrosion-protected steel, mm width as indicated under Item 4, mint the wallboard with 1-1/2 in. long 0.210 in. diam Type G screws spaced 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs 12 in OC. Middle layer of wallboard edge joints staggered 2 ft from to be cut 3/8 to 3/4 in. less than assembly height., joints of inner and lower layer. 3. Batts and Blankets" - (Required as indicated under Item 4) - Min- 1 Hr Rating- Two layers of 1/2 in. thick wallboard applied horizon- eral wool batts, friction fitted beh%,een studs and runners. Min nom . tally or vertically. Inner layer attached to studs and tracks with 1 in. thickness as indicated under Item 4. See Batts and Blankets (BKNV or Ion& 0.142 in diam Type S-12 bugle head screws spaced 12 in. OC BZJZ) Categories for names of Classified companies. LOOK FOR THE UL MARK ON PRODUCT - . O r;' ~ ' - ~ ~ dam' ~ _ x _ ~ 0 ~ 0~0 I. • ~.~d'O C_ 0 T' d' N d•~~.. ~ ~~2" CU O lL O ~ _ _ ,..r....®..+..~.~. i _ W~r.___ ~ lr~ G OFFICE 1~'-?Y~.S _ _ _ _ _ SERUER_ _ o ~ Q .o _ 5 'GI~Q 1~x !J Y { N G Pl f 1 N G. 1~"1' S1~.N ? Th.. R`~ _ _ - N H Vii::_~lt~t~: _ _ _ ~y~ i>y ~ ~N~~~ raw 1`1z' ortr.a ~ ~ w W r_ » > `1'1 ~N7'b `~.xa 5`S' ~ U-G . Ill" w~.T~~ ~.r N>. ~y ~ ~ ? ~ A _ - _ _ ~.X"f~.t~1fJ rJi~-~A.lt`1 /.~.t~1D 1i~1~'`C'~~~...11~.1~ ' IJ P YN Ih O N I2~/5,5~ Gr'~,C'~ I N G 7; k1:1 S ~ b.~.c- ~<1~V Quo 1 5~'A}~~" t^#t5`t' OFFICE OFFICE _ . 4 6 E » ERENC CONE, v~~ 'o L , _ ~ ~ 1~, _ , ~ NIC "SEE _ 1F1 _ DRAWING 0 0- OFFICE a _ E- 3.1 " ~ 3 5 ,r.,: ~ r.~~::, .1; , - COFFEE a _ 4,~ . _ M _ . z w~ Q OFFICE N ~ _ . , _ A _ _ 2 _ ~ . _ ~ ~ O HILTI UL/CUL SYSTEM- NO HW-D-0209. ~ My MINIMUM OF 5/8" DEPTH ~ ~ x HILTI CP 606 FLEX{BLE FIRESTOP SEALANT, PTION RECE a~~~ N OFFICE - . ~ SCALE: 1 8 = 1-0 , ~ ~ A 1 ~~a _ , - ~ D".I" . _ _ _ ~ A ' EXISTING CONCRETE SLAB Fj I I~~ ~"1E.1-C~ `(~tRl F'"( '~Lt.; f31M~NSlONS 1aJ t~C~•11T~.G _ , - _ ~~.MUY~., :1~1-1. ~X l y1', GI.~P~:.7 .1~~5 t~ I~ SY/~L.l.~ . N~.V~ Gh.'R-~P `I' ~ V hip( _ _ N _ _ '~A`:~ °~"..Q,hIO..~.L»`~V1~"t'CSP~S _ LAY -IN 3.__~..XlS.T. la,~.~_~sY. c ._-r~ ~~a~t~,~N; ~t?ir~;PAa~-~y.~i~~'v~ ~~D~ ~ _ - - _ _ _ _ _ . C ACOU5TIC CEILING 5... GQF~~~, t~c:.~. _ D~.~i. F~h.s~. ~ w1s,~.~. G1~~IN1~7's j ~ •o ~ sYt c !gin M __.._.._m 3 5~$°, 25 GA METAL STUDS AT 2~ - 0° O.C. _ _ _ _ _ 5~g" TYPE °X" FIRE RATED DRYWALL. _ _ ---_'~b~ . p,,~,GrC, 5'1..1,5 K ~ _ _ 1JL.~sS 57.4 51t~1K_ co`I+ia~.ct' Y4>~,xtS~t'. : _ T', _ EXTEND TO UNDERSIDE OF SLAB _ _ . jT/~,l _ _ p~Tal}~ ~ ,D15Po5~.1.~ lNS7h.U7.Wh,'C~,t~ }~T~. AND SEAL PER THE ABOVE NOTE. ~ » . : Mtci~a~vc~;v~ ~~F~,14~P„aYOP~ B`( Nn,w-r 1 HOUR -ONE LAYER EACH SfDE. - - . _ 2 HOUR -TWO LAYERS EACH SIDE. . W ~t1S7 MS.~ DW `rzs P~~Mh,IN _ 4° BASE & FLOOR FINISH 1i~12 w Ir~~Nt4Y~. ~XtS'C, at~Pti, F'>~I~,M~ NDw~. _ _ _ , _ . SEE FINISH SCHEDULE NO. REVISION DATE W3 « ~T~µD i +X[SY; P~'?~7t71o4~1 "tG1 L~Np~F~51D~, _ . _ EXISTING CONCRETE SLAB - - JOB NUMBER SHEET SIZE. _ o~ canc. p,vc7t= s~ ~ _ _ . , ,4 . - ~ , , D-Size (24x36) _ . ~p~ W~. ~ N~~?.l 3 a$ MS , ov.1. ~cY~N,v Yo uNO~Stt~>~ - _ o~ 1~ousY _ _ _ . CHECKED BY DATE 1i~~...~ N>`3At ~Nls»L,4,.Ycd l~N©1~,P~51Ut. O~ GaNG~ i~7C'~'~~' 2-1-08 - DRAWN BY DATE ~t::,l~~ ~:Xi~Y, .~ol?~~ t; 3,~,.5,.~~~ ~ S Yo P,~rtAiri SCALE _ 3 G . _ Q 1/8 -1 0 ~ Nk,1N ~pL1~y5. ~ lC> ~ ~d~c ~ ~ X 1 F)ri' V~04 _ i _ ,1 AND 2 HOUR -FIRE RATED PARTITION ~r - p _ ~ . SCAL _ SHEET TITLE ~tYt~ ~Q. GcaaF~b wl ~..p~c~. . _ . _ « S7 . ~ . $°~C 8 ic. 3 SG ~G.tOO U , 20 t~'1 l t~i• ~.nl ~ ~ a ! ~ ~ .t,~ - FOURTH FLOOR l-raGlf~ • 1NSYA.~~.. SMOKL. ~P~l~F~i" ~ O~ ~ _ SS~.MI3~. 1'~P~ O'~G X15.3.3 Y SVITE 440 o ~~.~Y I~ ac~co~fl. w Ul. l?gA- _ . . ROBERT L. GRANT V15.G X iS% 'c~ P~ M15.tb1 1444-. S 4589 _q.:l~,~.Mov~.~>,-.L Nod-~oNFd~htilJ<a V~lFiluG I~V~. GL, . 1 RED SHEET NUMBER 0A m 401 W-M 1 O ELECTRICAL NOTES ~ N ~ 1. ALL WORK TO COMPLY WITH THE NATIONAL ELECTRIC i ~ a pp r. CODE, AND WITH THE LOCAL INSPECTING AUTHORITY. ~ O d' ~ ~ 2. MINIMUM SIZES: • ~ .C d' O CONDUIT- 3/4° C Q ~ ~ WIRE -#12 ~ ~ ~ BREAKER- 20AMP ~ i ~ ~ N 3. ALL DEVICES TO BE IVORY WITH MATCHING PLASTIC ~ ~ C , PLATES. MOUNT OUTLETS AT 16", AND SWITCHES AT 48". ~ ~ ~ ~ ~ 4. HOME RUNS TO BE IN TYPE EMT CONDUIT FOR ALL ~ ~ a ~ ~ ~ C BRANCH CIRCUITS. TYPE MC CABLE MAY BE USED IN INTERIOR PARTITIONS AND ABOVE SUSPENDED CEILINGS C IN THE OFFICE AREA. P4 P4 ,4 W ~ 5. ALL CONDUIT IS TO BE RUN OVERHEAD. ~ _ Zz~ 6. INSTALL A 1" CONDUIT FROM EACH TEL/DATA OUTLET ~ U ~ O TO THE AREA ABOVE THE SUSPENDED CEILING. _ro d' 7. ALL EGRESS AND NIGHT LIGHTS TO BE TIED TO THE LOCAL O ~ ~ LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. ~ ~ ~ 8. VERIFY LOCATIONS OF ALL HVAC UNITS WITH THE MECHANICAL ~ ~ DRAWINGS. W ~ NIC "SEE a ~ D DRAWING E-1.1" IC "SEE DRAWING N C "SEE ~ E-4.1" DRAWING SYMBOLS • E - 3 , ~ " ~ DUPLEX RECEPTACLE GFIDUPLEX ~cFi RECEPTACLE v PHONElDATA JACK ~ O SINGLE POLE SWITCH Q ~ 3 3-WAY SWITCH ~ d' D ANS • " 11 P P8 11 7 HI (v/} O O SUITE 440 LIGHTING PLAN ~ ,~~ao ~ z A„ SCALE: 1/8" = 1'-0" ~4~ ~~r~ LIGHT FIXTURE SCHEDULE 0~~ A (EXISTING} 2 X 4 LAY-IN FIXTURE (EXISTING) 2 X 4 LAY-IN NIGHT LIGHT FIXTURE (EXISTING} 2 X 2 LAY-IN FIXTURE N (EXISTING} EXIT FIXTURES ~ LITHONIA ~ ELM2 NIC "SEE NOTE: ALL OF THE LIGHT NG IS EX STING AND S BE NG SHOWN FOR REFERENCE ONLY. DRAWING E-4.A„ N0. REVISION DATE RE OF ~ 4. : ~r JOB NUMBER SHEET SIZE • • GARY .fo D-Size (24x36) WALLACE CHECKED BY DATE b GW 2-1-08 48 6 ' DRAWN BY DATE r TOB SCALE SHEET TITLE FOURTH FLOOR SUITE 440 T ~ LNGINEERIN(i LIGHTING PLAN ELECTRICAL & MECHANICAL CONSULTING SERVICES 7995 STORROW DR, WESTWERVILLE, OHIO 43081 SHEET NUMBER PHONE: (614) 370-1032 E~403 1 Q ~ ~NM O~~ ~ T3 C~ 00 ~ 4~~0400 • ~r~o c o~~ . ~ ~ ro a°0o ~ ~ c~~~~ P4 P4 W~ 0 Zz~ 0 U ~ SERVER OFFICE N d. 0. 4_ 5 P8-39 p .c L O EX v » 1f W ~ A OFFICE OFFICE Pg-1 D NEW 4 6 - • CONFERENCE HP~.13 (EXISTING) ff NEW NIC "SEE OFFICE ~ 4 P&3 ~ ~ P8-5 , DRAWNG 3 1B~ ,B- Pg-15 Pg-17 Pg-4 COFFEE ~ a X = w OFFICE ~~o,~ 2 4 ~ ~ ~ ~ ANS . ~.w 11 ~a P PS 11 7 H RECEPTION ~x 0 0 OFFICE J~ ao~,a. „ „ SCALE: 1 8" = 1'-0" 1 AI aoz w ~a NOTE: 1. THE RECEPTACLES IN THE RECEPTIO RECEPTION AREA AND IN OFFICES 1, 2, 3, 4, 5, & 6 ARE EXISTING ~ XISTING AND WILL REMAIN UNCHANGED ~ W° A 2. HEAT PUMP 4.12 AND 4.13 ARE EX 3 ARE EXISTING AN ARE BEING SHOWN FOR REFERENCE ONLY EXISTING ISTING) PANEL P8 DESCRIPTION SIZE BRKR WATTS CKT N0. A B CKT N0. A B C CKT N0. WATTS BRKR SIZE DESCRIPTION SPARE 20/1 1 ff 1 2 180 20/1 X12 CORRIDOR "B" REC EXISTING SUITE 44D MICROWAVE REC x!12 20/1 15D0 3 3 4 1500 20/1 #12 SUITE 440 REFRIGERATOR SU 44D CDUNTER TOP REC ~'12 20/1 ',1200 5 5 6 1D00 20/1 #12 SUITE 450 SERVER RM REC EXISTING EXISTING SUITE 45D SERVER RM REC ~12 2D/1 1500 7 7 8 1440 20/1 #12 SUITE 450 OFFICE REC EXISTING EXISTING DRINKING FOUNTAIN 12 20 1 120D _ ~ / 9 9 10 720 20/1 X12 SUITE 440 CONF RM REC • EXISTING CORRIDOR 'A"/LOBBY REC #12 20/1 1080 11 11 ~ 12 20/1 SPARE EXISTING CORRIDOR °B" REC X12 30/2 360 13 ~ 13 ~ ~ 14 2520 20/1 X12 SUITE 450 OFFICE REC EXISTING SU 440 INSTANT HOT WATER X12 20/1 1500 15 15 16 20/1 SPARE SUITE 44D DISPOSAL ~12 20/1 1200 17 17 18 20/1 SPARE EXISTING SUITE 45D SERVER RM REC X12 2D/1 1500 19 19 20 9D0 20/1 X12 SUITE 450 DFFICE REC EXISTING EXISTING SUITE 450 OFFICE REC ~12 20/1 900 21 N0, REVISION DATE 21 22 20/1 SPARE EXISTING SUITE 450 OFFICE REC x!12 20/1 360 23 23 24 9D0 20/1 X12 SUITE 450 OFFICE REC EXISTING >i.~E OF ~.~r JOB NUMBER SHEET SIZE SPARE 20/1 25 ~ 25 ~ 26 20/1 SPARE Lj~'.~ •r~ D-$ize (24x36) EXISTING SUITE 450 OFFICE REC ~f12 20/1 180 27 27 ~ 2A 540 20/1 X12 SUITE 440 OFFICE REC EXISTING * GAPRY EXISTING SUITE 450 OFFICE REC X12 2D/1 1800 29 29 30 20/1 SPARE CHECKED BY DATE EXISTING SUITE 450 OFFICE REC X12 2D/1 1980 31 31 32 1ao 20 1 ~ WALLACE ~ 2-1-08 b / #12 SUITE 450 OFFICE REC EXISTING 487 SPARE 20/1 33 33 ~ ~ 34 360 20/1 ~12 SUITE 450 OFFICE REC EXISTING ~ ~ ' DRAWN BY DATE EXISTING SUITE 450 OFFICE REC X12 20/1 180 35 35 36 180 20/1 X12 SUITE 450 OFFICE REC EXISTING ~ L.... j TOB SPARE 2D/1 37 a~::;:: 37 38 180 20/1 X12 SUITE 45D OFFICE REC EXISTING SU 440 COPY MACHINE REC #12 20/1 1500 39 39 ~ 40 20/1 SPARE SCALE SPARE 20/1 41 41 42 180 2D/1 X12 SUITE 450 OFFICE REC EXISTING ~'$"-~'~Q11 PANEL DESCRIPTION 10DA MAIN Aup 10,000 A.LC, PANEL LOADING SCHEDULE SHEET TITLE 120/208 VOLT, ~ 1, 4 N, 80 HZ. 0A 0B PC TE+TAL FEED FROM MDF LOCATION FDURTH FL ELEC CLOS IXISTING LOAD BB.5 A 28.5 A 47.J A 55 A ttPE OF MOUNT SURFACE ADDED LOAD 0.0 A 56.8 A 2D.D A ZB A FOURTH FLOOR " GFl BREAKER WITH 'LOCK-ON' TOTAL LOAD 69.5 A 82.5 A 67.J A 81 A SUITE 440 ¦ J ~ T?/177 TT~TI 71T 1 1 T 111J W Ell rLA1V 111J r..NGINEERINU ELECTRICAL & MECHANICAL CONSULTING SERVICES 7995 STORROW DR, WESTWERVILLE, OHIO 43081 SHEET NUMBER PHONE: (614) 370-1032 EM404 Building Standards 4 Revision to Application for Building Permit 5800 Shier Rings Road Dublin, Ohio 43016-1236 (Commercial and Residential) Phone: (614) 410-4670 Fax: (614) 410-6566 This worksheet is for revisions to plans that have been assigned an application number and have been given plan approval by this department. a~ V O Date: Revision Number. Fee: o Original Application Number: C}5 ~OC~ w Project Address: w Project Name: 440 Wbne-, r r o w. Co V FEB 19 2008 o Owner Name: 5 2` M L L G a, BUILDING DIVISION Tenant Name: i- i CITY OF DUBLIN Contact Name: Phone: 614. ~5 ,8 ° 9 Z 4-ci 16.. w Company Name: C?G i /*"'i iL 5J Address: e~. 8,E~A- Ill e Lr Fax: e--o I l ? zo 014 .4301 E-mail: Provide a comprehensive description of the revision(s) being submitted (please attach additional information, if necessary): 0 w V y V 0 .r ? E _ a Check the types of revisions being submitted with this application: ?Architectural ?Structural ® Electrical ? HVAC ?Plumbing ?Engineering ?Landscaping ? Zoning The owner of this building and the 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 the building and the buildings, and to construct the proposed building or structure or make o the proposed change or alteration in accordance with the plans and specificationubmitted herewhh, d~ cq;tily that the info lion and statements given on this application, drawings and specifications are to the b kn 'led true correctApplicant's Printed game A,ppp i s SigdaturV - - 1 ~a ELECTRICAL NOTES ~ • N t~ O~~ 1. ALL WORK TO COMPLY WITH THE NATIONAL ELECTRIC ~ ~ C~ 00 CODE, AND WITH THE LOCAL INSPECTING AUTHORITY. ~ ~ ~ ~ ~ 2. MINIMUM SIZES: • ~ d' ~ CONDUIT- 3/4" ~ ~ ~ ~ WIRE -#12 ~ ~ N BREAKER- 20AMP ~ ~ N 3. ALL DEVICES TO BE IVORY WITH MATCHING PLASTIC ~ ~ ~ . , PLATES. MOUNT OUTLETS AT 16", AND SWITCHES AT 48". ~ ~ ~ ~ ~ 4. HOME RUNS TO BE IN TYPE EMT CONDUIT FOR ALL ~ ~ C BRANCH CIRCUITS. TYPE MC CABLE MAY BE USED IN INTERIOR PARTITIONS AND ABOVE SUSPENDED CEILINGS IN THE OFFICE AREA. ~ C P4 P4 P4 P4 W 5. ALL CONDUIT IS TO BE RUN OVERHEAD. Z Z ~ 6. INSTALL A 1" CONDUIT FROM EACH TEL/DATA (Q) OUTLET ~ ~ M TO THE AREA ABOVE THE SUSPENDED CEILING. O 7. ALL EGRESS AND NIGHT LIGHTS TO BE TIED TO THE LOCAL ~ ~ LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. ~ ~ Q 8. VERIFY LOCATIONS OF ALL HVAC UNITS WITH THE MECHANICAL ~ , b~ NIC "SEE ~ A DRAWINGS. W ~ ~ A ~ ~ ~D DRAWING E-1.1" IC "SEE DRAWING NIC "SEE DRAW NG SYMBOLS E - 3 ~ ~ ~ DUPLEX RECEPTACLE GFIDUPLEX j 1 :$r~;; cF~ RECEPTACLE ® PHONEIDATA JACK ~ ~ , r SINGLE PALE SWITCH O ~ ~ 3 ~ 3-WAY SWITCH - ~ ~ ~I' D ANS 11 1 0 ~I r 1 O 600W DIMMER ~ ~ ~ P P8 11 7 H M a ~"1 SUITE 440 LIGHTING PLAN ~A~ ,~~ao ~ z I A° SCALE: i/8" = 1'-0" ~ ~ ~p~a LIGHT FIXTURE SCHEDULE r M (EXISTING) 2 X 4 LAY-IN FIXTURE ~ ~ li•~ I~I ® (EXISTING) 2 X 4 LAY-IN NIGHT LIGHT FIXTURE ® (EXISTING) 2 X 2 LAY-IN FIXTURE (EXISTING) EXIT FIXTURES N IA Q HALO FIXTURE ~ H51CAT TRIM #5001MB LAMP 75W PAR 30 FLOOD NIC "SEE DRAWING NOTE: ALL OF THE LIGHT NG IS EXIST NG AND S BE NG SHOWN FOR REFERENCE ONLY. E-4.A,> 1 ADD DOWN LIGHTS 2-19-OS NO. REVISION BATE TE OF 0 Q• ~r JOB NUMBER SHEET SIZE • GARY :fo D-Size (24x36) WALLACE i CHECKED BY DATE b CW 2-1-08 '~o'•~. 48 4 DRAWN BY DATE r ~ TOB SCALE 1ia~~=1'-0" SHEET TITLE FOURTH FLOOR SUITE 440 GINEERIN(i LIGHTING PLAN N ELECTRICAL & MECHANICAL CONSULTING SERVICES 7995 STORROW DR. WESTWERVILLE, OHIO 43081 SHEET NUMBER PHONE: (614) 370-1032 E s 403 ~`i l~~f Cad ?-.C~C7 i O2